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HomeMy WebLinkAboutSeptember 14, 2010 AgendaAGENDA CITY OF DENTON CITY COUNCIL September 14, 2010 After determining that a quorum is present, the City Council of the City of Denton, Texas will convene in a Special Called Work Session on Tuesday, September 14, 2010 at 3:30 p.m. in the Council Work Session Room at City Hall, 215 E. McKinney Street, Denton, Texas at which the following items will be considered: 1. Requests for clarification of agenda items listed on the agenda for September 14, 2010. 2. Receive a report, hold a discussion and give staff direction concerning the proposed Oncor 345 kV Transmission Line from Krim West to Anna. 3. Receive a report, hold a discussion, and give staff direction on the 2010-11 Proposed Budget, Capital Improvement Program, and Five-Year Financial Forecast. Following the completion of the Work Session, the City Council will convene in a Closed Meeting to consider specific items when these items are listed below under the Closed Meeting section of this agenda. When items for consideration are not listed under the Closed Meeting section of the agenda, the City Council will not conduct a Closed Meeting and will convene at the time listed below for its regular or special called meeting. The City Council reserves the right to adjourn into a Closed Meeting on any item on its Open Meeting agenda consistent with Chapter 551 of the TEXAS GOVERNMENT CODE, as amended, as set forth below. 1. Closed Meeting: A. Certain Public Power Utilities: Competitive Matters - Under Texas Government Code Section 551.086; Deliberations regarding Real Property - Under Texas Government Code Sec. 551.072. 1. Receive a further presentation from Staff regarding public power competitive and financial matters, and a consultation regarding the deliberation of real property issues regarding the possible constriction and installation of a state-of-the-art combined heat and power (CUP) tri- generation station in the industrial district in the City of Denton; discuss and provide Staff with direction. B. Deliberations Regarding Certain Public Power Utilities: Competitive Matters - Under Texas Government Code Section 551.086. 1. Receive competitive public power information from staff in the form of a proposed operating budget for Denton Municipal Electric ("DME") for the upcoming fiscal year, including without limitation, revenues, expenses, commodity volumes, and commitments, and the direction of DME; and discuss, deliberate, consider adoption of the budget and other matters, and provide staff with direction regarding such matters. C. Deliberations regarding Certain Public Power Utilities: Competitive Matters - Under Texas Government Code, Section 551.086; Deliberations regarding Real Property - Under Texas Government Code, Section 551.072; Consultation with Attorney - Under Texas Government Code, Section 551.071. City of Denton City Council Agenda September 14, 2010 Page 2 1. Discuss, deliberate and receive further information from staff and provide staff with direction pertaining to further legal matters affecting the settlement tentatively approved on March 9, 2010 by and between the City, DBT Porcupine, L1, a Delaware Business Trust ("DBT") and BDC Family Limited Partnership, a Texas Limited Partnership regarding the settlement of conflicting legal claims and the granting of an easement to the City by DBT regarding that certain 3.814 acre tract of land situated at the northeast corner of Loop 288 and Spencer Road, in the City of Denton, Denton County, Texas and lying in the Mary L. Austin Survey, Abstract No. 4 and in the M.E.P. and P.R.R. Survey, Abstract No. 927, in the City of Denton, Denton County, Texas. Consultation with the City's attorneys regarding further legal issues associated with the compromise of conflicting claims regarding said land, where such discussion and deliberation in an open meeting would have a detrimental effect on the position of the City Council in negotiations regarding a final settlement of such claim and would clearly conflict with the duty of the City's attorneys to the City of Denton and the Denton City Council under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas. D. Consultation with Attorney - Under Texas Government Code Section 551.071. 1. Consider and discuss the status of legal issues relating to the settlement of City of Denton v. Biodiesel Industries, Inc., et al., Cause No. 4:08-cv- 00173 and subsequent claims and provide direction to the city's attorneys regarding same. 2. Consult with City's attorneys regarding the claim and settlement demand of Love's Travel Stops & Country Stores, and give consideration and feedback regarding future disposition of the matter. E. Deliberations regarding consultation with the City Attorney - Under Texas Government Code Section 551.071, Deliberations regarding Economic Development Negotiations - Under Texas Government Code Section 551.087. 1. Receive a report and hold a discussion regarding legal issues on matters in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with the provisions of the Texas Open Meetings Act, Chapter 551 of the Texas Government Code. Also hold a discussion regarding granting economic development incentives to Target Corporation with respect to development of a distribution center. This discussion shall include commercial and financial information the City Council has received from Target Corporation which the City Council seeks to have locate, stay, or expand in or near the territory of the city, and with which the City Council is conducting economic development negotiations; including the offer of financial or other incentives City of Denton City Council Agenda September 14, 2010 Page 3 F. Deliberation regarding personnel matters - Under Texas Government Code Section 551.074. Deliberate and discuss the evaluation, duties, discipline, procedures, and contracts of the City Manager, City Attorney, and Municipal Court Judge. ANY FINAL ACTION, DECISION, OR VOTE ON A MATTER DELIBERATED IN A CLOSED MEETING WILL ONLY BE TAKEN IN AN OPEN MEETING THAT IS HELD IN COMPLIANCE WITH TEXAS GOVERNMENT CODE, CHAPTER 551, EXCEPT TO THE EXTENT SUCH FINAL ACTION, DECISION, OR VOTE IS TAKEN IN THE CLOSED MEETING IN ACCORDANCE WITH THE PROVISIONS OF §551.086 OF THE TEXAS GOVERNMENT CODE (THE `PUBLIC POWER EXCEPTION-). THE CITY COUNCIL RESERVES THE RIGHT TO ADJOURN INTO A CLOSED MEETING OR EXECUTIVE SESSION AS AUTHORIZED BY TEX. GOVT. CODE, §551.001, ET SEQ. (THE TEXAS OPEN MEETINGS ACT) ON ANY ITEM ON ITS OPEN MEETING AGENDA OR TO RECONVENE IN A CONTINUATION OF THE CLOSED MEETING ON THE CLOSED MEETING ITEMS NOTED ABOVE, IN ACCORDANCE WITH THE TEXAS OPEN MEETINGS ACT, INCLUDING, WITHOUT LIMITATION §551.071-551.086 OF THE TEXAS OPEN MEETINGS ACT. Special Called Regular Meeting of the City of Denton City Council at 6:30 p.m. in the Council Chambers at City Hall, 215 E. McKinney Street, Denton, Texas at which the following items will be considered: REGULAR MEETING 1. PLEDGE OF ALLEGIANCE A. U. S. Flag B. Texas Flag "Honor the Texas Flag - I pledge allegiance to thee, Texas, one state under God, one and indivisible." 2. PROCLAMATIONS/PRESENTATIONS A. Proclamations/Awards 1. Constitution Week 2. Duck Derby Day 3. CONSENT AGENDA Each of these items is recommended by the Staff and approval thereof will be strictly on the basis of the Staff recommendations. Approval of the Consent Agenda authorizes the City Manager or his designee to implement each item in accordance with the Staff recommendations. The City Council has received background information and has had an opportunity to raise questions regarding these items prior to consideration. Citizens may speak on items listed on the Consent Agenda. A Request to Speak Card should be completed and returned to the City Secretary before Council considers the Consent Agenda. Citizen comments on Consent Agenda items are limited to three minutes. City of Denton City Council Agenda September 14, 2010 Page 4 Listed below are bids, purchase orders, contracts, and other items to be approved under the Consent Agenda (Agenda Items A - D). This listing is provided on the Consent Agenda to allow Council Members to discuss or withdraw an item prior to approval of the Consent Agenda. If no items are pulled, Consent Agenda Items A - D below will be approved with one motion. If items are pulled for separate discussion, they may be considered as the first items following approval of the Consent Agenda. A. Consider adoption of an ordinance of the City of Denton, Texas approving an amendment to an Economic Development Program Grant Agreement dated June 15, 2010 between the City of Denton and Allegiance Hillview, L.P., which was duly assigned, in part, to RED Rayzor Ranch, LLC; and providing an effective date. B. Consider adoption of an ordinance of the City of Denton, Texas, authorizing the Mayor to execute an Amendment to Interlocal Cooperation Agreement, by and between the City of Denton, Texas ("City") and the Denton Independent School District ("DISD"), amending that certain Interlocal Cooperation Agreement, dated on or about July 20, 2004, by and between the City and DISD, granting the right to utilize additional street right of way to DISD for the DISD fiber optic system, and providing an effective date. C. Consider approval of a resolution authorizing the Mayor to execute and deliver correspondence and other documentation to Oncor Electric Delivery Company LLC ("Oncor"), the Public Utility Commission of the State of Texas regarding the proposed electric transmission line contemplated to be constricted by Oncor together with the transmission line's potential location within, over, across or in the vicinity of the Greenbelt Corridor connecting Ray Roberts Lake to Lake Lewisville; and providing an effective date. D. Reconsider adoption of an ordinance of the City of Denton, Texas approving and authorizing the Final Compromise, Settlement and Release of All Claims by and between the City of Denton, Texas, DBT Porcupine, L1, a Delaware Business Trust and BDC Family Limited Partnership, a Texas Limited Partnership; authorizing the City Manager and City Attorney to act on the City's behalf in executing any and all conveyances and other supporting documents pertaining thereto; and to take such other and further actions as are necessary to effectuate and finalize the settlement; authorizing the City Manager to execute a Quit Claim Deed regarding the tract in issue; authorizing the City Manager to receive an easement on behalf of the City of Denton, Texas; authorizing the expenditure of funds therefor; and declaring an effective date. 4. ITEMS FOR INDIVIDUAL CONSIDERATION A. Under Section 551.042 of the Texas Open Meetings Act, respond to inquiries from the City Council or the public with specific factual information or recitation of policy, or accept a proposal to place the matter on the agenda for an upcoming meeting AND City of Denton City Council Agenda September 14, 2010 Page 5 Under Section 551.0415 of the Texas Open Meetings Act, provide reports about items of community interest regarding which no action will be taken, to include: expressions of thanks, congratulations, or condolence; information regarding holiday schedules; an honorary or salutary recognition of a public official, public employee, or other citizen; a reminder about an upcoming event organized or sponsored by the governing body; information regarding a social, ceremonial, or community event organized or sponsored by an entity other than the governing body that was attended or is scheduled to be attended by a member of the governing body or an official or employee of the municipality; or an announcement involving an imminent threat to the public health and safety of people in the municipality that has arisen after the posting of the agenda. B. Possible Continuation of Closed Meeting under Sections 551.071-551.086 of the Texas Open Meetings Act. C. Official Action on Closed Meeting Item(s) under Sections 551.071-551.086 of the Texas Open Meetings Act. CERTIFICATE I certify that the above notice of meeting was posted on the bulletin board at the City Hall of the City of Denton, Texas, on the day of 2010 at o'clock (a.m.) (p.m.) CITY SECRETARY NOTE: THE CITY OF DENTON CITY COUNCIL CHAMBERS IS ACCESSIBLE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT. THE CITY WILL PROVIDE SIGN LANGUAGE INTERPRETERS FOR THE HEARING IMPAIRED IF REQUESTED AT LEAST 48 HOURS IN ADVANCE OF THE SCHEDULED MEETING. PLEASE CALL THE CITY SECRETARY'S OFFICE AT 349-8309 OR USE TELECOMMUNICATIONS DEVICES FOR THE DEAF (TDD) BY CALLING 1-800-RELAY- TX SO THAT A SIGN LANGUAGE INTERPRETER CAN BE SCHEDULED THROUGH THE CITY SECRETARY'S OFFICE. This page left blank intentionally . AGENDA INFORMATION SHEET AGENDA DATE: September 14, 2010 DEPARTMENT: Utility Administration ACM: Howard Martin, 349-8232 SUBJECT Receive a report, hold a discussion and give staff direction concerning the proposed Oncor 345 kV Transmission Line from Krim West to Anna. BACKGROUND Oncor has proposed a 345 kV transmission line from Krim West to Anna. The proposed transmission line is needed for Oncor Electric Delivery Company LLC (Oncor) to ensure continued safe and reliable electric service to the state in light of increased integration of electric energy generated by wind production facilities. The proposed transmission line is scheduled to be completed in 2013. Based on the Texas Legislature's direction in 2005 the (Public Utility Commission of Texas) PUCT has designated certain areas, or zones, of Texas for development of wind power, known as Competitive Renewable Energy Zones (CREZ). The PUCT has approved a plan for building transmission lines to deliver the electric energy produced by wind generating facilities in the CREZ to the electric market. This proposed project is one such project associated with CREZ. There are many sections of line being planned and evaluated as part of the CREZ initiative. The Krim West to Anna is just one segment of the Oncor project. Oncor is working with Halff and Associates to develop and evaluate the proposed routing for this segment. To date, Oncor has held 4 public meetings regarding possible routing for this segment of the transmission project. Currently, there are upwards of ninety possible options being evaluated with transmission line routing both north and south of Lake Ray Roberts (See Exhibit 1). Several routes being evaluated would cross the Greenbelt and/or other Unites States Army Corps of Engineers (USAGE) property. The USACE is working with Oncor and Halff in preparation of a draft Environmental Assessment for the project. In general, the position of the USACE is to not allow additional strictures to be constricted in the Greenbelt corridor. However, this would not prevent an aerial crossing provided the support strictures were located outside the Greenbelt property. The City of Denton received a copy of the Oncor application to amend a Certificate of Convience and Necessity for a proposed CRZ 345 KV Transmission Line (Krim West - Anna CCN) on September 9th, 2010. The PUCT has assigned Docket No. 38597 to the Oncor application. Oncor identified their "preferred route" in Figure 3 of their PUCT application submittal (See Exhibit 5, Figure 3). The PUCT process usually takes about six months to complete, depending on the degree of opposition, before a final route is identified and approved. Purpose of Greenbelt The Greenbelt Corridor idea was developed in the late 1980's as an alternative to traditional recreational facilities that were required at Lewisville Lake due the elevation in flood pool following constriction of Ray Roberts Lake. The Cities of Dallas and Denton and the Corps of Engineers worked closely to design and constrict the Greenbelt Corridor. The final product, a 1500 acre, nine million-dollar hiking, biking, canoeing and equestrian trail system parallels the meandering Elm Fork of the Trinity River for fourteen (14) miles and connects Ray Roberts Lake to Lake Lewisville. Upon completion of the Greenbelt a fourth partnership was established with Texas Parks and Wildlife to maintain and operate the Greenbelt as part of the Ray Roberts Lake recreational facilities. The Greenbelt opened on June 5, 1999, National Trails Day, and has operated as a significant regional recreational resource since that time. The Greenbelt Corridor provided a unique and much needed recreation alternative that protected open space and retained the natural riparian system. The primary objectives of the project were to assure the rural character of the river corridor remained intact and to provide a visual buffer between the newly acquired lands along the river and future development. The Greenbelt conservation easements allowed landowners to continue existing agriculture use but prohibited the constriction of new stricture adjacent to the corridor. RECOMMENDATION Because of the City's investments and the importance of the Greenbelt Corridor, staff anticipated that the Denton City Council would want to develop a position regarding the proposed Oncor transmission line and make that position known in writing to the Public Utility Commission (PUC) during the public comment period. A letter was drafted by staff addressed to Travis Besier, Regulatory Project Manager for Oncor and signed by the City Manager with the following recommendation (See Exhibit 2): 1. The City of Denton supports the Oncor CREZ transmission line routes that avoid aerial crossing the Greenbelt Corridor entirely. 2. If the proposed route must cross the Greenbelt facility, the City of Denton would support the use of an existing transmission line crossing located just north of Hwy 380 adjacent to the existing railroad corridor (See Exhibit 3) EXHIBITS 1. Halff Krim West - Anna Line Project Area Map 2. Letter to Travis Besier, Oncor Representative 3. Greenbelt Area Map South of 428 4. Existing Crossings Close-up 5. Oncor PUCT Application Respectfully submitted: A Howard Martin ACM/Utilities F a ' ° , E m all 2 : z w ~w c O 'ado= " mq" F W W a u Z Q ~ CCi Q N n~ o~ ~ N ~ m / ~ a ~ z W j, r O Q .-I O ~ ® Q o o W m n t m o N N p^y C ' O ® ~ ~ \ Off S . .E ~ ~ ~ . N M I~ 0 \ Z N m o 0 0 Y 117 1 Cl) r-- w rn ; ~ 1 , { 1 A ® O® ° l~ ~ 1 tl ~ 1 1y ~,A 1 A 1 1° w p 1 ale dFS't e " 1 _I A - - Y, r ~ ~ (7 1; 1 0 1 I I 1 pl p ~ i~ - - `o® B _ ~pmA p ~ A A I m . e B o, v \ V~ x ~ 1 _ _ € IA - - fl o.3 I\ 1 ~ \ I 1 B ~ tea- \ \ ®A B ro ® w A \ \ ~ ~ \ ° Cq ~ ~i ~"_-T - -`gym fn ttl fl p m ♦ y i Ul, - ' \ 1 ® , 1 .n1 B M ®a ~ ` ® A ~ p C7 1 ~ 1 1 fs ® V A ® , . ~ 1 A L A A 1 _ ~ Q ~ _ A U Y r s` M 6 1 \p ~ w 0 N 1 A , u p 1 @ 1 - ~Q-U ~ ° p ~ 1 - - - - - - - - - ® - - - - 0 (n $ w z Z Z~=O N t m 3 Y CO THIS PAGE INTENTIONALLY LEFT BLANK EXHIBIT 2 215 E. McKINNEY DENTON, TX 76201 • (940) 349-8230 • FAX (940) 349-8120 UTILITY ADMINISTRATION September 2, 2010 Travis Besier, P.E. Regulatory Project Manager Oncor Electric Delivery Co. LLC 1601 Bryan Street, 423-040F Dallas, TX 75201 Mr. Besier, Over the past few months Oncor has held public meetings discussing the proposed Krim West - Anna 345 KV Transmission Line Project. In addition to these meetings the City of Denton is appreciative of the time you have taken to meet our City staff and citizens to discuss our concerns and various options. As you are aware the City of Denton has invested substantial resources into the Greenbelt Corridor between Lake Ray Roberts and Lake Lewisville. The Greenbelt Corridor provides a unique and invaluable recreation alternative that not only protects open space, but also retains the natural riparian system. The Greenbelt conservation easements allowed landowners to continue existing agricultural use, but prohibits the constriction of new strictures adjacent to the corridor. Because of the City's investments and the importance of the Greenbelt Corridor, the City of Denton will support Oncor in their required filings if one of the following options is utilized: 1. The City of Denton supports the Oncor CREZ transmission line routes that avoid aerial crossing of the Greenbelt Corridor entirely. 2. If the proposed route must cross the Greenbelt facility, the City of Denton would support the use of an existing transmission line crossing located just north of Hwy 380 adjacent to the existing railroad corridor. If option 2 is part of the Public Utility Commission (PUC) approved project routing, then the City of Denton as a municipally owned electric utility and a member city of the Texas Municipal Power Agency would want to discuss the possibility of jointly using existing transmission easements and the development of a future interconnection with the Oncor transmission project. The staff s briefing on this issue is scheduled to be presented to the City Council on September 14, 2010. It is anticipated that a formal letter from the City to the PUC will be forth coming stating the City's position on the transmission line routing. Again, thank you for the continued dialogue on this matter. Sincerely, George C. Campbell City Manager City of Denton cc: Mayor Mark Burroughs Council Member Charlye Heggins Council Member Dalton Gregory Council Member Jim Engelbrecht Council Member Chris Watts Council Member Pete Kamp Council Member James King EXHIBIT 3 ~m North Central Texas Couricil of overnmems Area Map DFWMaps.com Com/# DISCLAIMER This data has been compiled for NCTCOG. Various official and unofficial sources were used to gather this information. Every effort was made to ensure the accuracy of this data, however, no guarantee is given or implied as to the accuracy of said data. tl e~ EXHIBIT 4 Existing Crossings DFWMaps.com DISCLAIMER This data has been compiled for NCTCOG. Various offl and unofficial sources were used to gather this information. Every E effort was made to ensure the accuracy of this data, however, no guarantee is given or implied as to the accuracy of said data. EXHIBIT 5 Application of Oncor Electric Delivery Company LLC to Amend a Certificate of Convenience and Necessity for a Proposed CREZ 345 kV Transmission Line in Collin, Cooke, Denton, and Grayson Counties, Texas. (Krum West -Anna CCN) PUBLIC UTILITY COMMISSION OF TEXAS (PUC) DOCKET NO. 38597 MR. GEORGE CAMPBELL CITY MANAGER CITY OF DENTON 215 EAST MCKINNEY STREET DENTON TX 76201 Oncor Electric Delivery Company LLC ("Oncor") provides this notice of intent to amend its Certificate of Convenience and Necessity ("CCN") for a new 345 kV transmission line to be located in Collin, Cooke, Denton, and Grayson Counties. The project is intended to allow for reliable and cost-effective delivery of power produced from wind generators located in West Texas and the Panhandle in Competitive Renewable Energy Zones ("CREZ") to load centers throughout the state. The estimated cost of this project is $133,963,000. Persons with questions about PUC Docket No. 38597 or that would like to request a copy of the map enclosed with this notice may contact Travis Besier, Oncor Regulatory Project Manager, at 214-486-7343. The Public Utility Commission of Texas ("Commission" or "PUC") has a brochure titled "Landowners and Transmission Line Cases at the PUC for Competitive Renewable Energy Zone (CREZ) Projects." Copies of the brochure are available from Travis Besier at 214-486-7343 or may be downloaded from the PUC's website at www.puc.state.tx.us. PLEASE NOTE: AS IS DISCUSSED IN THE BROCHURE, ANY ONE OF THE PROPOSED ROUTES FILED IN THIS APPLICATION MAY BE SELECTED BY THE COMMISSION. To obtain additional information about this proceeding, you may call the PUC's Customer Assistance Hotline at (888) 782-8477 or (512) 936-7120. Hearing- and speech-impaired individuals with text telephones (TTY) may contact the PUC's Customer Assistance Hotline at (512) 936-7136 or toll free at (800) 735-2989. Persons or parties that wish to intervene or comment upon the action sought in this docket should mail their requests to intervene or their comments (along with 10 copies of the letter) to: Public Utility Commission of Texas Central Records Attn: Filing Clerk 1701 N. Congress Ave. P.O. Box 13326 Austin, Texas 78711-3326 The deadline for intervention in the proceeding is October 8, 2010 and the PUC should receive the intervention request by that date. Persons who wish to intervene in the docket must also mail a copy of their request for intervention to all parties in the docket and all persons that have pending motions to intervene, at or before the time the request for intervention is mailed to the PUC. In addition to the intervention deadline, other important deadlines may already exist that affect your participation in this docket. You should review the orders and other filings already made in the docket. The PUC brochure explains how you can access these filings. Enclosed is a map of the area showing Oncor's preferred route and the alternate routes proposed in this CCN application as well as a written description of these routes. A complete copy of the application, as filed at the PUC, and a large scale map of the project area and Oncor's proposed preferred and alternate routes may be viewed at the following locations: Collinsville City Hall 101 N. Main St. Collinsville, TX 76233 903-429-6225 City of Gainesville Community Services Dept. 200 S. Rusk Gainesville, TX 76240 940-668-4500 Stephen Copeland Government Center 1400 FM 424 Cross Roads, TX 76227 940-349-2810 Celina City Hall 142 N. Ohio St. Celina, TX 75009 972-382-2111 A prehearing and technical conference will be held in this Docket on October 12, 2010 at 10:00 a.m. This prehearing conference will be held at: Hyatt Regency - Austin Texas Ballroom 208 Barton Springs Rd Austin, Texas 78704 The prehearing conference is open to the public and all parties who desire to participate in this proceeding should come prepared to discuss the procedural schedule for the docket, any outstanding motions or other relevant matters. The technical conference portion of the prehearing conference is a time where Oncor will be available to answer questions and provide information informally about the Proposed Transmission Line Project. Table 1. Krum West - Anna Routes. Route Link Sequence 2288 B4-C2-H101-H1021-Z1-Z7-Z8-03-04-T4-T2-T3-V-VO Preferred Route 2 A01-A02-B1-A2-A7111-A7112-A712-A72-E1-E21-E22-A92-A93-W5-E61-E7-W72-W2-X21-R42-R22-R3-U-V-VO 29 A01-A02-B1-A2-A7111-A7112-A712-A72-F1-F3-F5-F6-E5-E61-E62-M-P-S-U-V-VO 36 A01-A02-B1-A2-A7111-A7112-A712-A72-F1-F3-F5-F7-M-R1-R21-R22-R3-U-V-VO 37 A01-A02-B1-A2-A7111-A7112-A712-A72-F1-F3-F5-F7-M-P-S-U-V-VO 39 A01-A02-B1-A2-A7111-A7112-A712-A72-F1-F3-F5-F7-W1-W2-X21-R42-R22-R3-U-V-VO 41 A01-A02-B1-A2-A7111-A7112-A712-A72-F1-F3-F5-F7-W 1-W2-W3-R21-R22-X4-X5-VO 42 A01-A02-B1-A2-A7111-A7112-A712-A72-F1-F3-F5-F7-W1-W2-W3-R21-R22-R3-U-V-VO 49 A01-A02-B1-A2-A7111-A7112-A712-A72-F1-F3-F4-E4-F6-F7-W1-W2-W3-R21-R22-X4-X5-VO 50 A01-A02-B1-A2-A7111-A7112-A712-A72-F1-F3-F4-E4-F6-F7-W1-W2-W3-R21-R22-R3-U-V-VO 53 A01-A02-B1-A2-A7111-A7112-A712-A72-F1-F3-F4-E4-E5-E61-E7-W72-W2-X21-X22-X3-X5-VO 62 A01-A02-B1-A2-A7111-A7112-A712-A72-F1-F3-F4-E4-E5-E61-E62-W1-W2-W3-R21-R22-X4-X5-VO 63 A01-A02-B1-A2-A7111-A7112-A712-A72-F1-F3-F4-E4-E5-E61-E62-W1-W2-W3-R21-R22-R3-U-V-VO 76 A01-A02-B1-A2-A7111-A7112-A712-A72-F1-F3-F4-E3-W4-A93-W5-E61-E62-W1-W2-W3-R21-R22-R3-U-V-VO 83 A01-A02-B1-A2-A7111-A7112-A712-A72-F1-F3-F4-E3-W4-A93-W6-W71-W72-W2-W3-R21-R22-X4-X5-VO 105 A01-A02-B1-A2-A7111-A7112-A712-A72-F1-F2-E3-E4-E5-E61-E62-W1-W2-W3-R21-R22-R3-U-V-VO 123 A01-A02-B1-A2-A7111-A7112-A712-A72-F1-F2-W4-A93-W6-W71-W72-W2-X21-R42-R22-R3-U-V-VO 141 A01-A02-B1-A2-A7111-A10-A621-A8-A91-A92-A93-W6-X11-R41-R42-R22-X4-X5-VO 188 A01-A02-B1-A2-A7111-A10-A6221-A6222-F1-F3-F5-F7-W1-W2-W3-R21-R22-X4-X5-VO 273 A01-A02-B1-A2-A7111-A10-A6221-A6222-F1-F2-W4-A93-W6-W71-W72-W2-W3-R21-R22-R3-U-V-VO 331 A01-A02-B1-B2-B3-G1-G41-G5-G7-G3-H13-H112-H111-H1024-Z3-Z4-Z6-Z8-03-T5-T3-V-VO 332 A01-A02-B1-B2-B3-G1-G41-G5-G7-G3-H13-H112-H111-H1024-Z3-Z4-Z6-Z8-03-04-T4-T2-T3-V-VO 373 A01-A02-B1-B2-B3-G1-G41-G5-G7-G3-H13-H112-H111-H1024-Z3-Z4-Z5-Z7-Z8-03-T5-T3-V-VO 378 A01-A02-B1-B2-B3-G 1-G41-G5-G7-G3-H 13-H 112-H 111-H 1024-Z3-Z4-Z5-Z7-Z8-03-04-05-02-T1-T2-T3-V-VO 536 A01-A02-B1-B2-B3-G1-G41-G42-G6-A712-A72-E1-E21-E22-A92-A93-W5-E61-E7-W72-W2-X21-R42-R22-R3-U-V-VO 571 A01-A02-B1-B2-B3-G1-G41-G42-G6-A712-A72-F1-F3-F5-F7-M-P-S-U-V-VO 576 A01-A02-B1-B2-B3-G1-G41-G42-G6-A712-A72-F1-F3-F5-F7-W1-W2-W3-R21-R22-R3-U-V-VO 697 A01-A02-B1-B2-B3-G1-G21-G22-G3-H13-H112-H111-H1024-Z3-Z4-Z6-Z8-03-T5-T3-V-VO 739 A01-A02-B1-B2-B3-G1-G21-G22-G3-H13-H112-H111-H1024-Z3-Z4-Z5-Z7-Z8-03-T5-T3-V-VO 901 A01-A02-B1-B2-B3-G1-G21-Y-H1021-Z1-Z7-Z8-03-T5-T3-V-VO 941 A01-A02-B1-B2-B3-G1-G21-Y-H1021-Z1-Z7-Z8-Z9-H1512-H152-H19-H2-01-02-T1-T2-T3-V-VO 943 A01-A02-B1-B2-B3-G1-G21-Y-H1021-H1022-Z2-Z4-Z6-Z8-03-T5-T3-V-VO 948 A01-A02-B1-B2-B3-G1-G21-Y-H1021-H1022-Z2-Z4-Z6-Z8-03-04-05-02-T1-T2-T3-V-VO 986 A01-A02-B1-B2-B3-G1-G21-Y-H1021-H1022-Z2-Z4-Z5-Z7-Z8-03-04-T4-T2-T3-V-VO 1027 A01-A02-B1-B2-B3-G1-G21-Y-H1021-H1022-H1023-Z3-Z4-Z6-Z8-03-T5-T3-V-VO 1032 A01-A02-B1-B2-B3-G1-G21-Y-H1021-H1022-H1023-Z3-Z4-Z6-Z8-03-04-05-02-T1-T2-T3-V-VO 1069 A01-A02-B1-B2-B3-G1-G 21-Y-H1021-H1022-H1023-Z3-Z4-Z5-Z7-Z8-03-T5-T3-V-VO 1070 A01-A02-B1-B2-B3-G1-G21-Y-H1021-H1022-H1023-Z3-Z4-Z5-Z7-Z8-03-04-T4-T2-T3-V-VO 1243 A01 -A02-B1 -B2-C1 -C2-H1 01 -H1 021 -Z1 -Z7-Z8-03-T5-T3-V-VO 1285 A01-A02-B1-B2-C1-C2-H101-H1021-H1022-Z2-Z4-Z6-Z8-03-T5-T3-V-VO 1286 A01 -A02-B1 -B2-C1 -C2-H1 01 -H1 021 -H1 022-Z2-Z4-Z6-Z8-03-04-T4-T2-T3-V-VO 1327 A01-A02-B 1-B2-C 1-C2-H 101-H 1021-H1 022-Z2-Z4-Z5-Z7-Z8-03-T5-T3-V-VO 1328 A01-A02-B1-B2-C1-C2-H101-H1021-H1022-Z2-Z4-Z5-Z7-Z8-03-04-T4-T2-T3-V-VO 1374 A01-A02-B1-B2-C1-C2-H101-H1021-H1022-H1023-Z3-Z4-Z6-Z8-03-04-05-02-T1-T2-T3-V-VO 1411 A01-A02-B1-B2-C1-C2-H101-H1021-H1022-H1023-Z3-Z4-Z5-Z7-Z8-03-T5-T3-V-VO 1859 A01-A1-A3-A7111-A7112-A712-A72-F1-F3-F5-F7-M-R1-R21-R22-X4-X5-VO 1861 A01 -Al -A3-A71 11 -A7112-A712-A72-Fl -F3-F5-F7-M-P-S-U-V-VO 1863 A01-A1-A3-A7111-A7112-A712-A72-F1-F3-F5-F7-W1-W2-X21-R42-R22-R3-U-V-VO 1865 A01-A1-A3-A7111-A7112-A712-A72-F1-F3-F5-F7-W1-W2-W3-R21-R22-X4-X5-VO 1866 A01-A1-A3-A7111-A7112-A712-A72-F1-F3-F5-F7-W1-W2-W3-R21-R22-R3-U-V-VO 1873 A01-A1-A3-A7111-A7112-A712-A72-F1-F3-F4-E4-F6-F7-W1-W2-W3-R21-R22-X4-X5-VO 1874 A01 -Al -A3-A71 11 -A7112-A712-A72-Fl -F3-F4-E4-F6-F7-WI -W2-W3-R21 -R22-R3-U-V-VO 1879 A01-A1-A3-A7111-A7112-A712-A72-F1-F3-F4-E4-E5-E61-E7-W72-W2-W3-R21-R22-R3-U-V-VO 1886 A01 -Al -A3-A71 11 -A7112-A712-A72-Fl -F3-F4-E4-E5-E61 -E62-W1 -W2-W3-R21 -R22-X4-X5-VO 1887 A01 -Al -A3-A71 11 -A7112-A712-A72-Fl -F3-F4-E4-E5-E61 -E62-W1 -W2-W3-R21 -R22-R3-U-V-VO 1916 A01-A1-A3-A7111-A7112-A712-A72-F1-F2-E3-E4-F6-F7-W1-W2-W3-R21-R22-R3-U-V-VO Table 1. Krum West - Anna Routes. Route Link Sequence 2006 A01-Ai-A3-A7111-A10-A6221-A6222-Fi-F3-F5-F7-M-R1-R21-R22-X4-X5-VO 2010 A01-A1-A3-A7111-A10-A6221-A6222-F1-F3-F5-F7-W1-W2-X21-R42-R22-R3-U-V-VO 2012 A01-A1-A3-A7111-A10-A6221-A6222-F1-F3-F5-F7-W1-W2-W3-R21-R22-X4-X5-VO 2021 A01-A1-A3-A7111-A10-A6221-A6222-F1-F3-F4-E4-F6-F7-W1-W2-W3-R21-R22-R3-U-V-VO 2111 A01-A1-A3-A7111-A10-A6221-A11-E22-A92-A93-W6-X11-X12-X3-X5-VO 2132 A01-A1-A4-A61-A8-A91-A92-A93-W6-X11-X12-X3-X5-VO 2153 A01-A1-A4-A61-A621-A6221-A6222-E1-E21-E22-A92-A93-W6-X11-X12-X3-X5-VO 2174 A01-A1-A4-A61-A621-A6221-A6222-F1-F3-F5-F7-M-R1-R21-R22-X4-X5-VO 2176 A01 -Al -A4-A61 -A621 -A6221 -A6222+1 -F3-F5-F7-M-P-S-U-V-VO 2178 A01-A1-A4-A61-A621-A6221-A6222-F1-F3-F5-F7-W1-W2-X21-R42-R22-R3-U-V-VO 2179 A01-A1-A4-A61-A621-A6221-A6222-F1-F3-F5-F7-W1-W2-X21-X22-X3-X5-VO 2180 A01-A1-A4-A61-A621-A6221-A6222-F1-F3-F5-F7-W1-W2-W3-R21-R22-X4-X5-VO 2181 A01-A1-A4-A61-A621-A6221-A6222-F1-F3-F5-F7-W1-W2-W3-R21-R22-R3-U-V-VO 2184 A01 -Al -A4-A61 -A621 -A6221 -A6222+1 -F3-F4-E4-F6-F7-M-P-S-U-V-VO 2188 A01-A1-A4-A61-A621-A6221-A6222-F1-F3-F4-E4-F6-F7-W1-W2-W3-R21-R22-X4-X5-VO 2189 A01-A1-A4-A61-A621-A6221-A6222-F1-F3-F4-E4-F6-F7-W1-W2-W3-R21-R22-R3-U-V-VO 2202 A01 -Al -A4-A61 -A621 -A6221 -A6222+1 -F3-F4-E4-E5-E61 -E62-W1 -W2-W3-R21 -R22-R3-U-V-VO 2279 A01-A1-A4-A61-A621-A6221-A11-E22-A92-A93-W6-X11-X12-X3-X5-VO 2287 B4-C2-H1 01 -H1 021 -Z1 -Z7-Z8-03-T5-T3-V-VO 2289 B4-C2-H101-H 1021-Z1-Z7-Z8-03-04-05-02-Q1-Q2-S-U-V-VO 2317 B4-C2-H101-H1021-Z1-Z7-Z8-Z9-H1512-H152-H19-H2-L-K1-K2-N-S-U-V-VO 2320 B4-C2-H101-H 1021 -Z1 -Z7-Z8-Z9-H 1512-H152-H19-H2-L-K1-K3-Q2-S-U-V-VO 2328 B4-C2-H 101-H 1021-Z1-Z7-Z8-Z9-H 1512-Hl 52-H 19-H2-01-05-T4-T2-T3-V-VO 2329 B4-C2-H101-H1021-H 1022-Z2-Z4-Z6-Z8-03-T5-T3-V-VO 2330 B4-C2-H 101-H 1021 -H1 022-Z2-Z4-Z6-Z8-03-04-T4-T2-T3-V-VO 2371 B4-C2-H101-H1021-H 1022-Z2-Z4-Z5-Z7-Z8-03-T5-T3-V-VO 2372 B4-C2-H 101 -H1 021 -H1 022-Z2-Z4-Z5-Z7-Z8-03-04-T4-T2-T3-V-VO 2413 B4-C2-H101-H1021-H1022-H1023-Z3-Z4-Z6-Z8-03-T5-T3-V-VO 2455 B4-C2-Hl 01 -H 1021-H 1022-Hl 023-Z3-Z4-Z5-Z7-Z8-03-T5-T3-V-VO 3150 B4-C1-B3-G1-G41-G42-G6-A712-A72-F1-F3-F5-F7-W1-W2-W3-R21-R22-R3-U-V-VO 3271 B4-C1 -B3-G1 -G21 -G22-G3-H1 3-H1 12-H 111 -H1 024-Z3-Z4-Z6-Z8-03-T5-T3-V-VO 3272 B4-C1-B3-G1-G21-G22-G3-H13-H112-H111-H1024-Z3-Z4-Z6-Z8-03-04-T4-T2-T3-V-VO 3475 B4-C1-B3-G1-G21-Y-H1021-Z1-Z7-Z8-03-T5-T3-V-VO 3476 B4-C1-B3-G1-G21-Y-H 1021-Z1-Z7-Z8-03-04-T4-T2-T3-V-VO 3517 B4-C1-B3-G1-G21-Y-H1021-H1022-Z2-Z4-Z6-Z8-03-T5-T3-V-VO 3519 B4-C1-B3-G1-G21-Y-H1021-H1022-Z2-Z4-Z6-Z8-03-04-05-02-Q1-Q2-S-U-V-VO 3559 B4-C1 -B3-G1 -G21 -Y-H 1021 -H1 022-Z2-Z4-Z5-Z7-Z8-03-T5-T3-V-VO 3601 B4-C1-B3-G1-G21-Y-H1021-H1022-H 1023-Z3-Z4-Z6-Z8-03-T5-T3-V-VO 3817 A01-A02-B1-B2-B3-G1-G41-G5-G8-H17-H16-H13-H 112-H111-H1024-Z3-Z4-Z6-Z8-03-T5-T3-V-VO 3818 A01-A1-A4-A61-A621-A6221-A6222-F1-F3-F5-F6-E5-E61-E7-W71-X11-R41-R42-R22-R3-U-V-VO Link A01 Link AO begins at the new Krum West Switching Station (KWSS) which is located approximately 1,600 feet north of Doyle Road and 3,600 feet west of Freeman Road in Denton County. Link A01 proceeds in an easterly direction parallel to and north of an existing Oncor 345 kV transmission line for a distance of approximately 600 feet to the intersection of Links A01, A02 and Al. Link A02 From the intersection of Links A01, A02 and Al, Link A02 proceeds in an easterly direction parallel to and north of an existing Oncor 345 kV transmission line for a distance of approximately 600 feet to the intersection of Links A02 and B1. Link Al From the intersection of Links A01, A02 and All, Link Al proceeds in a northerly direction for approximately 1,200 feet to an angle point. From this angle point, Link Al proceeds in a westerly direction for approximately 2,000 feet to an angle point. From this angle point, Link Al proceeds in a northerly direction for approximately 3,400 feet to an angle point. From this angle point, Link Al proceeds in a north/northeasterly direction for approximately 3,200 feet to an angle point. From this angle point, Link Al proceeds in a northerly direction parallel to and west of Freeman Road for approximately 3,200 feet to an angle point. From this angle point, Link Al proceeds in a north/northeasterly direction for approximately 1,000 feet to an angle point. This segment of Link All crosses Freeman Road. From this angle point, Link Al proceeds in a north/northwesterly direction for approximately 1,100 feet to an angle point. This segment of Link Al crosses Farm to Market Road (FM) 455. From this angle point, Link Al proceeds in a north/northeasterly direction for approximately 9,800 feet to an angle point. This segment of Link Al crosses Waide Road. From this angle point, Link All proceeds in a northerly direction for approximately 2,000 feet to a slight angle point. From this slight angle point, Link Al continues in a northerly direction for approximately 1,000 feet to a slight angle point. From this slight angle point, Link Al continues in a northerly direction for approximately 2,100 feet to a slight angle point. From this slight angle point, Link All continues in a northerly direction for approximately 3,000 feet to an angle point. This segment of Link Al crosses Mill Branch and Clear Creek. From this angle point, Link Al proceeds in a north/northwesterly direction for approximately 2,500 feet to an angle point. From this angle point, Link Al proceeds in a northerly direction parallel to and east of Pollard Road for approximately 2,600 feet to a slight angle point. This segment of Link Al crosses Pollard Road. From this slight angle point, Link Al continues in a northerly direction for approximately 1,100 feet to a slight angle point. From this slight angle point, Link Al continues in a northerly direction for approximately 3,500 feet to an angle point. This segment of Link Al crosses Denton County / Cooke County line. From this angle point, Link Al proceeds in a north/northeasterly direction for approximately 2,400 feet to an angle point. From this angle point, Link Al proceeds in a northerly direction for approximately 3,800 feet to an angle point. This segment of Link Al crosses FM 51. From this angle point, Link Al proceeds in a north/northwesterly direction for approximately 1,200 feet to an angle point. This segment of Link Al crosses County Road (CR) 329. From this angle point, Link Al proceeds in a northerly direction parallel to and east of CR 329 for approximately 2,300 feet to the intersection of Links All, A3 and A4. This segment of Link Al crosses an existing Brazos EPC 138 kV transmission line. Link A10 From the intersection of Links A10, A7111, and A7112, Link A10 proceeds in a northerly direction for approximately 3,500 feet to an angle point. A portion of this segment of Link A10 is parallel to and east of CR 374. This segment of Link A10 crosses CR 374. From this angle point, Link A10 proceeds in a westerly direction parallel to and north of CR 374 for approximately 700 feet to an angle point. From this angle point, Link A10 proceeds in a northerly direction for approximately 3,000 feet to an angle point. From this angle point, Link A10 proceeds in a westerly direction for approximately 800 feet to an angle point. From this angle point, Link A10 proceeds in a northerly direction parallel to and east of CR 325 for approximately 3,000 feet to an angle point. This segment of Link A10 crosses Duck Creek and FM 922. From this angle point, Link A10 proceeds in a north/northwesterly direction for approximately 1,000 feet to an angle point. From this angle point, Link A10 proceeds in a northerly direction parallel to and east of CR 325 for approximately 6,800 feet to a slight angle point. This segment of Link A10 crosses CR 356. From this angle point, Link A10 continues in a northerly direction for approximately 7,500 feet to the intersection of Links A10, A621 and A6221. A portion of this segment of Link A10 is parallel to and east of CR 325. This segment of Link A10 crosses FM 51, CR 320, and Spring Creek. Link All From the intersection of Links All, A6221 and A6222, Link All proceeds in a northerly direction parallel to and west of CR 313 for approximately 3,100 feet to an angle point. From this angle point, Link All proceeds in a north/northeasterly direction parallel to and east/southeast of FM 51 for approximately 9,100 feet to an angle point. This segment of Link All crosses CR 313, an existing Brazos EPC 138 kV transmission line, CR 314, CR 315, Townsend Creek, and CR 312. From this angle point, Link All proceeds in a northeasterly direction parallel and northwest of FM 51 for approximately 1,500 feet to a slight angle point. From this slight angle point, Link All continues in a northeasterly direction parallel and northwest of FM 51 for approximately 5,300 feet to an angle point. This segment of Link All crosses Willow Creek. From this angle point, Link All proceeds in an easterly direction for approximately 6,800 feet to the intersection of Links Al I, E21 and E22. This segment of Link A11 crosses CR 307 and an existing Oncor 138 kV transmission line. Link A2 From the intersection of Links A2, B1 and 132, Link A2 proceeds in a northerly direction for approximately 9,900 feet to an angle point. This segment of Link A2 crosses Bernard Road and Boom Branch. From this angle point, Link A2 proceeds in a north/northeasterly direction for approximately 2,300 feet to an angle point. From this angle point, Link A2 proceeds in a northerly direction for approximately 9,000 feet to a slight angle point. This segment of Link A2 crosses FM 455. From this slight angle point, Link A2 continues in a northerly direction for approximately 2,500 feet to a slight angle point. This segment of Link A2 crosses Waide Road and Clear Creek. From this slight angle point, Link A2 continues in a northerly direction for approximately 1,000 feet to an angle point. From this angle point, Link A2 proceeds in a north/northwesterly direction for approximately 1,100 feet to an angle point. From this angle point, Link A2 continues in a northerly direction for approximately 4,800 feet to a slight angle point. From this slight angle point, Link A2 continues in a northerly direction for approximately 12,400 feet to an angle point. This segment of Link A2 crosses Gregory Road, Denton County/Cooke County line, and Buck Creek. From this angle point, Link A2 proceeds in a westerly direction for approximately 1,700 feet to an angle point. This segment of Link A2 crosses Buck Creek. From this angle point, Link A2 proceeds in a northerly direction for approximately 2,600 feet to an angle point. This segment of Link A2 crosses Buck Creek. From this angle point, Link A2 proceeds in a northwesterly direction for approximately 1,100 feet to an angle point. This segment of Link A2 crosses Buck Creek and FM 51. From this angle point, Link A2 proceeds in a north/northeasterly direction for approximately 1,200 feet to an angle point. This segment of Link A2 crosses Buck Creek and CR 329. From this angle point, Link A2 proceeds in a northerly direction parallel to and west of FM 51 for approximately 3,500 feet to the intersection of Links A2, A3 and A7111. This segment crosses an existing Brazos EPC 138 kV transmission line. 2 Link A3 From the intersection of Links Al, A3 and A4, Link A3 proceeds in an east/northeasterly direction parallel to and north/northwest of an existing Brazos EPC 138 kV transmission line for approximately 4,500 feet to the intersection of Links A2, A3 and A7111. This segment of Link A3 crosses Buck Creek. Link A4 From the intersection of Links Al, A3 and A4, Link, A4 proceeds in a northerly direction parallel to and east of CR 329 for approximately 1,800 feet to a slight angle point. From this slight angle point, Link A4 continues in a northerly direction parallel to and east of CR 329 for approximately 1,900 feet to an angle point. From this angle point, Link A4 continues in a north/northeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link A4 continues in a north/northwesterly direction for approximately 1,200 feet to an angle point. From this angle point, Link A4 continues in a northerly direction parallel to and east of CR 329 for approximately 1,800 feet to the intersection of Links A4 and A61. This segment of Link A4 crosses CR 346. Link A61 From the intersection of Links A4 and A61, Link A61 proceeds in a northerly direction for approximately 3,600 feet to an angle point. From this angle point, Link A61 continues in a north/northwesterly direction for approximately 1,100 feet to an angle point. From this angle point, Link A61 proceeds in a northerly direction parallel to and west of CR 331 for approximately 2,800 feet to a slight angle point. This segment of Link A61 crosses FM 922. From this angle point, Link A61 proceeds in a northerly direction parallel to and west of CR 331 for approximately 5,100 feet to a slight angle point. From this slight angle point, Link A61 continues in a northerly direction parallel to and west of CR 331 for approximately 1,300 feet to an angle point. This segment of Link A61 crosses CR 320. From this angle point, Link A61 proceeds in a north/northeasterly direction for approximately 1,000 feet to an angle point. From this angle point, Link A61 proceeds in a northerly direction parallel to and west of CR 331 for approximately 5,100 feet to an angle point. This segment of Link A61 crosses CR 314. From this angle point, Link A61 proceeds in an easterly direction for approximately 8,600 feet to the intersection of Links A61, A8 and A621. This segment of Link A61 crosses CR 331. Link A621 (Bi-directional link) From the intersection of Links A61, A8 and A621, Link A621 proceeds in an easterly direction for approximately 1,700 feet to the intersection of Links A621, A10 and A6221. This segment of. Link A621 crosses CR 323 and Spring Creek. Link A621 (Bi-directional link) From the intersection of Links A621, A10 and A6221, Link A621 proceeds in a westerly direction for approximately 1,700 feet to the intersection of Links A61, A8 and A621. This segment of Link A621 crosses Spring Creek and CR 323. Link A6221 From the intersection of Links A621, A10 and A6221, Link A6221 proceeds in an easterly direction for approximately 1,300 feet to an angle point. From this angle point, Link A6221 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link A6221 proceeds in an easterly direction for approximately 6,000 feet to an angle point. This segment of Link A6221 crosses FM 51 and CR 321. From this angle point, Link A6221 proceeds in an east/northeasterly direction for approximately 1,100 feet to the intersection of Links All, A6221 and A6222. 3 Link A6222 From the intersection of Links All, A6221 and A6222, Link A6222 proceeds in an easterly direction for approximately 11,400 feet to the intersection of Links A6222, A72, E1 and Fl, This segment of Link A6222 crosses CR 313, an existing Brazos EPC 138 kV transmission line, Townsend Creek, CR 207, and Willow Creek. Link A7111 From the intersection of Links A2, A3 and A7111, Link A7111 proceeds in an east/northeasterly direction parallel to and north/northwest of an existing Brazos EPC 138 kV transmission line for approximately 10,000 feet to the intersection of Links A7111, A7112, and A10. This segment of Link A711 crosses FM 51, Little Duck Creek, and CR 374. Link A7112 From the intersection of Links A7111, A7112, and A10, Link A7112 proceeds in an east/northeasterly direction parallel to and north/northwest of an existing Brazos EPC 138 kV transmission line for approximately 9,700 feet to a slight angle point. This segment of Link A7112 crosses Duck Creek and CR 321. From this slight angle point, Link A7112 continues in an east/northeasterly direction parallel to and north/northwest of an existing Brazos EPC 138 kV transmission line for approximately 11,700 feet to the intersection of Links A7112, A712, and G6. This segment of Link A7112 crosses CR 317 and Indian Creek. Link A712 From the intersection of Links A7112, A712, and G6, Link A712 proceeds in an east/northeasterly direction parallel to and north/northwest of an existing Brazos EPC 138 kV transmission line for approximately 3,500 feet to the intersection of Links A72 and A712. This segment of Link A712 crosses FM 2848, CR 205, two existing Brazos EPC 138 kV transmission lines, and an existing Oncor 138 kV transmission line. Link A72 From the intersection of Links A72 and A712, Link A72 proceeds in a northerly direction parallel to and east of an existing Oncor 138 kV transmission line for approximately 19,400 feet to the intersection of Links A6222, A72, E1 and Fl. This segment of Link A72 crosses FM 922, Johns Branch, Spring Creek, Willow Creek, CR 202, and an existing Brazos EPC 138 kV transmission line. Link A8 From the intersection of Links A61, A621 and A8, Link A8 proceeds in a northerly direction for approximately 18,000 feet to an angle point. A portion of this segment of Link A8 is parallel to and west of CR 367. This segment of Link A8 crosses Spring Creek, CR 367, FM 1630, and an existing Brazos EPC 138 kV transmission line. From this angle point, Link A8 proceeds in a north/northeasterly direction for approximately 900 feet to an angle point. From this angle point, Link A8 proceeds in a northerly direction for approximately 1,900 feet to an angle point. This segment of Link A8 crosses CR 306. From this angle point, Link A8 proceeds in a north/northwesterly direction for approximately 1,200 feet to an angle point. From this angle point, Link A8 proceeds in a northerly direction for approximately 7,900 feet to an angle point. This segment of Link A8 crosses the Elm Fork Trinity River, Tonkawa Creek, and CR 438. From this angle point, Link A8 proceeds in a northeasterly direction parallel to and northwest of CR 438 for approximately 2,800 feet to an angle point. From this angle point, Link A8 proceeds in a north/northwesterly direction for approximately 5,600 feet to an angle point. This segment of Link A8 crosses Dry Elm Creek, United States (US) Hwy 82, and an existing Oncor 69 kV transmission line. From this angle point, Link A8 proceeds in a west/northwesterly direction parallel to and north/northeast of an existing Oncor 69 kV transmission line for approximately 2,400 feet to an angle point. From this angle point, Link A8 proceeds in a northerly direction for approximately 4,900 feet to a slight angle point. From this slight angle point, Link A8 continues in a northerly direction for approximately 3,700 feet to a slight angle point. From this slight angle point, Link A8 continues in a northerly direction parallel to and west of CR 409 for approximately 4,000 feet to an angle point. This segment of Link A8 crosses CR 452 and CR 440. From this angle point, Link A8 proceeds in an easterly direction for approximately 6,500 feet to an angle point. This segment of Link A8 crosses CR 409 and FM 1199. From this angle point, Link A8 proceeds in an east/northeasterly direction for approximately 16,200 feet to an angle point. This segment of Link A8 crosses CR 407, Montague Creek, FM 1200, and Dozier Creek. From this angle point, Link A8 proceeds in an east/southeasterly direction for approximately 2,000 feet to an angle point. From this angle point, Link A8 proceeds in a south/southeasterly direction parallel to and west/southwest of an existing Oncor 69 kV transmission line for approximately 4,000 feet to an angle point. From this angle point, Link A8 proceeds in an east/southeasterly direction parallel to and north/northeast of an existing Oncor 69 kV transmission line for approximately 7,200 feet to an angle point. This segment of Link A8 crosses an existing Oncor 69 kV transmission line and FM 1201. From this angle point, Link A8 proceeds in an easterly direction parallel to and north of CR 444 for approximately 1,100 feet to an angle point. From this angle point, Link A8 proceeds in a south/southeasterly direction for approximately 1,100 feet to an angle point. This segment of Link A8 crosses CR 444. From this angle point, Link A8 proceeds in an east/southeasterly direction parallel to and north/northeast of an existing Oncor 69 kV transmission line for approximately 2,100 feet to a slight angle point. From this slight angle point, Link A8 continues in an east/southeasterly direction for approximately 1,100 feet to an angle point. This segment of Link A8 crosses Pecan Creek. From this angle point, Link A8 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. This segment of Link A8 crosses Burlington Northern Santa Fe (BNSF) Railroad. From this angle point, Link A8 proceeds in an easterly direction for approximately 3,700 feet to an angle point. This segment of Link A8 crosses IH-35. From this angle point, Link A8 proceeds in an east/southeasterly direction for approximately 1,000 feet to an angle point. This segment of Link A8 crosses CR 137. From this angle point, Link A8 proceeds in an easterly direction for approximately 1,000 feet to an angle point. From this angle point, Link A8 proceeds in a northerly direction for approximately 2,000 feet to an angle point. This segment of Link A8 crosses CR 181. From this angle point, Link A8 proceeds in an easterly direction parallel to and north of CR 181 for approximately 1,000 feet to an angle point. From this angle point, Link A8 proceeds in an east/northeasterly direction for approximately 1,100 feet to a slight angle point. From this slight angle point, Link A8 continues in an east/northeasterly direction for approximately 2,400 feet to an angle point. A portion of this segment of Link A8 is parallel to and north/northwest of an existing Brazos EPC 69 kV transmission line. This segment of Link A8 crosses an existing Brazos EPC 69 kV transmission line and CR 135. From this angle point, Link A8 proceeds in an easterly direction parallel to and north of an existing Brazos EPC 69 kV transmission line for approximately 4,600 feet to the intersection of Links A8 and A91. Link A91 From the intersection of Links A8 and A91, Link A91 proceeds in an easterly direction parallel to and north of an existing Brazos EPC 69 kV transmission line for approximately 600 feet to the intersection of Links A91, A92, and E22. Link A92 From the intersection of Links A91, A92, and E22, Link A92 proceeds in an easterly direction parallel to and north of an existing Brazos EPC 69 kV transmission line for approximately 5,500 feet to an angle point. This segment of Link A92 crosses CR 133. From this angle point, Link A92 proceeds in an east/northeasterly direction parallel to and north/northwest of an existing Brazos EPC 69 kV transmission line for approximately 1,400 feet to an angle point. From this 5 angle point, Link A92 proceeds in an easterly direction parallel to and north of an existing Brazos EPC 69 kV transmission line for approximately 4,200 feet to an angle point. This segment of Link A92 crosses CR 134, Rock Creek, and an existing Brazos EPC 69 kV transmission line. From this angle point, Link A92 proceeds in a southerly direction for approximately 3,000 feet to an angle point. This segment of Link A92 crosses FM 371. From this angle point, Link A92 proceeds in a southwesterly direction for approximately 800 feet to an angle point. From this angle point, Link A92 proceeds in a southerly direction parallel to and east of an existing Brazos EPC 69 kV transmission line for approximately 3,900 feet to an angle point. From this angle point, Link A92 proceeds in an easterly direction for approximately 1,900 feet to an angle point. This segment of Link A92 crosses Wheeler Creek. From this angle point, Link A92 proceeds in an east/northeasterly direction for approximately 1,200 feet to an angle point. From this angle point, Link A92 proceeds in an easterly direction for approximately 5,200 feet to an angle point. A portion of this segment is parallel to and north of CR 123. This segment of Link A92 also crosses CR 123. From this angle point, Link A92 proceeds in an east/southeasterly direction for approximately 1,200 feet to an angle point. From this angle point, Link A92 proceeds in an east/northeasterly direction for approximately 1,200 feet to an angle point. From this angle point, Link A92 proceeds in an easterly direction for approximately 9,400 feet to an angle point. A portion of this segment is parallel to and south of CR 123. From this angle point, Link A92 proceeds in a southerly direction for approximately 2,400 feet to an angle point. This segment of Link A92 crosses CR 147. From this angle point, Link A92 proceeds in an easterly direction for approximately 6,200 feet to an angle point. This segment of Link A92 crosses FM 678 and Timber Creek. From this angle point, Link A92 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link A92 proceeds in an easterly direction for approximately 1,100 feet to an angle point. From this angle point, Link A92 proceeds in an east/southeasterly direction for approximately 5,400 feet to an angle point. This segment of Link A92 crosses CR 107. From this angle point, Link A92 proceeds in a southerly direction for approximately 5,000 feet to the intersection of Links A92, A93, and W4. This segment of Link A92 crosses US Hwy 82, CR 176, an existing Brazos EPC 138 kV transmission line, and an existing Oncor 138 kV transmission line. Link A93 From the intersection of Links A92, A93, and W4, Link A93 proceeds in an east/southeasterly direction parallel to and south/southwest of an existing Oncor 138 kV transmission line for approximately 2,500 feet to the intersection of Links A93, W5, and W6. This segment of Link A93 crosses an existing Oncor 69 kV transmission line. Link 61 From the intersection of Links A02 and 131, Link Bi proceeds in an easterly direction parallel to and north of an existing Oncor 345 kV transmission line for approximately 5,600 feet to the intersection of Links A2, 1131 and 62. This segment of Link 131 crosses Freeman Road. Link 132 From the intersection of Links A2, B1 and 132, Link 132 proceeds in a southerly direction parallel to and east of an existing Oncor 345 kV transmission line for approximately 2,100 feet to an angle point. From this angle point, Link 62 proceeds in an easterly direction parallel to and north of Doyle Road for approximately 3,400 feet to an angle point. From this angle point, Link 62 proceeds in a southerly direction for approximately 4,000 feet to the intersection of Links 62, 133 and C1. This segment of Link 132 crosses Doyle Road. Link 133 From the intersection of Links 132, 63 and C1, Link 63 proceeds in an easterly direction for approximately 6,500 feet to an angle point. This segment of Link 63 crosses Miller Road. From 6 this angle point, Link B3 proceeds in a northerly direction for approximately 3,500 feet to an angle point. From this angle point, Link B3 proceeds in an easterly direction for approximately 4,000 feet to an angle point. From this angle point, Link 133 proceeds in an east/northeasterly direction for approximately 900 feet to an angle point. From this angle point, Link 133 proceeds in an easterly direction for approximately 4,300 feet to an angle point. This segment of Link B3 crosses FM 2450. From this angle point, Link B3 proceeds in an east/northeasterly direction for approximately 1,000 feet to the intersection of Links 63 and G1. Link 134 Link B4 begins at the new Krum West Switching Station (KWSS) which is located approximately 1,600 feet north of Doyle Road and 3,600 feet west of Freeman Road in Denton County. Link 134 proceeds in a southerly direction for approximately 200 feet to an angle point. From this angle point, Link B4 proceeds in an east/southeasterly direction for approximately 1,500 feet to an angle point. From this angle point, Link B4 proceeds in a southerly direction for approximately 2,400 feet to an angle point. A portion of this segment of Link B4 is parallel to and east of Freeman Road. This segment of Link B4 crosses Doyle Road. From this angle point, Link 134 proceeds in an easterly direction for approximately 2,000 feet to an angle point. From this angle point, Link B4 proceeds in a southerly direction for approximately 4,200 feet to an angle point. This segment of Link B4 crosses an existing natural gas pipeline. From this angle point, Link 134 proceeds in an easterly direction parallel to and south of an existing natural gas pipeline for approximately 7,400 feet to the intersection of Links B4, C1, and C2. This segment of Link B4 crosses an existing Oncor 345 kV transmission line and an existing natural gas pipeline. Link C1 (Bi-directional link) From the intersection of Links B2, 1133, and C1, Link C1 proceeds in a southerly direction parallel to and east of an existing Oncor 345 kV transmission line for approximately 1,400 feet to the intersection of Links B4, C1, and C2. Link C1 (Bi-directional link) From the intersection of Links B4, C1, and C2, Link C1 proceeds in a northerly direction parallel to and east of an existing Oncor 345 kV transmission line for approximately 1,400 feet to the intersection of Links 1132, 1133, and C1. Link C2 From the intersection of Links B4, C1, and C2, Link C2 proceeds in a southerly direction parallel to and east of an existing natural gas pipeline for approximately 2,600 feet to an angle point. This segment of Link C2 crosses Hawkeye Road and an existing natural gas pipeline. From this angle point, Link C2 proceeds in an easterly direction parallel to and south of an existing natural gas pipeline for approximately 3,900 feet to an angle point. From this angle point, Link C2 proceeds in an east/northeasterly direction for approximately 900 feet to an angle point. From this angle point, Link C2 proceeds in an easterly direction parallel to and south of Hawkeye Road for approximately 4,100 feet to an angle point. From this angle point, Link C2 proceeds in a southerly direction parallel to and west of Miller Road for approximately 1,900 feet to an angle point. A portion of this segment is parallel to and west of an existing natural gas pipeline. From this angle point, Link C2 proceeds in an easterly direction for approximately 1,400 feet to an angle point. This segment of Link C2 crosses an existing natural gas pipeline and Miller Road. From this angle point, Link C2 proceeds in an east/northeasterly direction for approximately 1,200 feet to a slight angle point. From this slight angle point, Link C2 continues in an east/northeasterly direction for approximately 1,000 feet to an angle point. This segment of Link C2 crosses FM 2450. From this angle point, Link C2 proceeds in an easterly direction parallel to and south of an existing natural gas pipeline for approximately 4,000 feet to the intersection of Links C2 and H101. This segment of Link C2 crosses Moores Branch. Link El From the intersection of Links A6222, A72, E1 and Fl, Link El proceeds in a northerly direction parallel to and east of an existing Oncor 138 kV transmission line for approximately 11,200 feet to the intersection of Links E1 and E21. This segment of Link E1 crosses CR 226 and CR 2070. Link E21 From the intersection of Links El and E21, Link E21 proceeds in a northerly direction parallel to and east of an existing Oncor 138 kV transmission line for approximately 2,600 feet to an angle point. From this angle point, Link E21 proceeds in a north/northeasterly direction parallel to and east/southeast of an existing Oncor 138 kV transmission line for approximately 1,400 feet to the intersection of Links All, E21 and E22. Link E22 From the intersection of Links All, E21 and E22, Link E22 proceeds in a north/northeasterly direction parallel to and east/southeast of an existing Oncor 138 kV transmission line for approximately 3,400 feet to an angle point. This segment of Link E22 crosses CR 344 and Scott Creek. From this angle point, Link E22 proceeds in a northerly direction parallel to and east of an existing Oncor 138 kV transmission line for approximately 4,400 feet to an angle point. From this angle point, Link E22 proceeds in a north/northwesterly direction parallel to and east/northeast of an existing Oncor 138 kV transmission line for approximately 1,600 feet to an angle point. This segment of Link E22 crosses FM 51 and FM 1630. From this angle point, Link E22 proceeds in a northerly direction parallel to and east of an existing Oncor 138 kV transmission line for approximately 3,400 feet to an angle point. From this angle point, Link E22 proceeds in a north/northwesterly direction parallel to and east/northeast of an existing Oncor 138 kV transmission line for approximately 2,300 feet to an angle point. This segment of Link E22 crosses CR 304. From this angle point, Link E22 proceeds in a north/northeasterly direction parallel to and east/southeast of an existing Oncor 138 kV transmission line for approximately 4,000 feet to an angle point. From this angle point, Link E22 proceeds in a northerly direction for approximately 1,200 feet to a slight angle point. This segment of Link E22 crosses an existing Oncor 138 kV transmission line and the Elm Fork Trinity River. From this slight angle point, Link E22 continues in a northerly direction parallel to and west of an existing Oncor 138 kV transmission line for approximately 7,500 feet to an angle point. This segment of Link E22 crosses Dozier Creek, US Hwy 82, an existing Oncor 69 kV transmission line, and CR 451. From this angle point, Link E22 proceeds in an easterly direction parallel to and north of an existing Oncor 138 kV transmission line for approximately 11,600 feet to an angle point. This segment of Link E22 crosses CR 401, IH35, Pecan Creek, BNSF Railroad, Weaver Street, an existing Oncor 69 kV transmission line, and FM 372. From this angle point, Link E22 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. This segment of Link E22 crosses CR 135. From this angle point, Link E22 proceeds in an easterly direction for approximately 1,000 feet to a slight angle point. From this slight angle point, Link E22 continues in an easterly direction for approximately 1,200 feet to a slight angle point. From this slight angle point, Link E22 continues in an easterly direction parallel to and north of an existing Oncor 138 kV transmission line for approximately 2,400 feet to an angle point. From this angle point, Link E22 proceeds in a northerly direction for approximately 3,100 feet to an angle point. This segment of Link E22 is parallel to and west of CR 133. From this angle point, Link E22 proceeds in a north/northeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link E22 proceeds in a northerly direction for approximately 1,600 feet to an angle point. A portion of this segment of Link E22 is parallel to and west of CR 133. From this angle point, Link E22 proceeds in a north/northeasterly direction for approximately 1,200 feet to an angle point. From this angle point, Link E22 proceeds in a northerly direction parallel to and west of CR 133 for approximately 3,000 feet to the intersection of Links A91, A92, and E22. This segment of Link E22 crosses an existing Brazos EPC 69 kV transmission line. Link E3 (131-directional link From the intersection of Links E3, E4 and F4, Link E3 proceeds in a northerly direction for approximately 6,600 feet to the intersection of Links E3, F2 and W4. This segment of Link E3 crosses JRC Road. Link E3 (Bi-directional link) From the intersection of Links E3, F2 and W4, Link E3 proceeds in a southerly direction for approximately 6,600 feet to the intersection of Links E3, E4 and F4. This segment of Link E3 crosses JRC Road. Link E4 From the intersection of Links E3, E4 and F4, Link E4 proceeds in an easterly direction for approximately 2,700 feet to an angle point. From this angle point, Link E4 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link E4 proceeds in an easterly direction for approximately 3,900 feet to a slight angle point. This segment of Link E4 crosses CR 219. From this slight angle point, Link E4 continues in an easterly direction for approximately 1,400 feet to a slight angle point. This segment of Link E4 crosses Indian Creek. From this slight angle point, Link E4 continues in an easterly direction for approximately 3,500 feet to an angle point. This segment of Link E4 crosses CR 224. From this angle point, Link E4 proceeds in an east/northeasterly direction for approximately 1,200 feet to an angle point. From this angle point, Link E4 proceeds in an easterly direction for approximately 2,800 feet to the intersection of Links E4, E5 and F6. This segment of Link E4 crosses CR 211. Link E5 From the intersection of Links E4, E5 and F6, Link E5 proceeds in a northerly direction parallel to and west of an existing Brazos EPC 138 kV transmission line for approximately 900 feet to an angle point. From this angle point, Link E5 proceeds in an easterly direction for approximately 2,400 feet to an angle point. This segment of Link E5 crosses an existing Brazos EPC 138 kV transmission line and FM 3164. From this angle point, Link E5 proceeds in an east/northeasterly direction for approximately 3,300 feet to an angle point. From this angle point, Link E5 proceeds in an easterly direction for approximately 5,900 feet to an angle point. This segment of Link E5 crosses CR 297 and Timber Creek. From this angle point, Link E5 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link. E5 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link E5 proceeds in an easterly direction for approximately 1,500 feet to an angle point. This segment of Link E5 crosses CR 201. From this angle point, Link E5 proceeds in an east/northeasterly direction for approximately 1,100 feet to the intersection of Links E5, E61 and W5. Link E61 From the intersection of Links E5, E61 and W5, Link E61 proceeds in an east/northeasterly direction for approximately 900 feet to an angle point. From this angle point, Link E61 proceeds in an easterly direction for approximately 3,700 feet to a slight angle point. This segment of Link E61 crosses Line Road and Cooke County/Grayson County line. From this slight angle point, Link E61 continues in an easterly direction for approximately 1,400 feet to an angle point. From this angle point, Link E61 proceeds in a southerly direction for approximately 2,000 feet to an angle point. This segment of Link E61 crosses Lynch Crossing Boulevard. From this angle point, Link E61 proceeds in an easterly direction for approximately 6,100 feet to an angle point. A portion of this segment of Link E61 is parallel to and south of Lynch Crossing Boulevard. This segment of Link E61 crosses Jordan Creek, Union Pacific (UP) Railroad, and US Hwy 377. From this angle point, Link E61 proceeds in a southerly direction for approximately 1,100 feet to an angle point. From this angle point, Link E61 proceeds in an easterly direction for approximately 10,800 feet to the intersection of Links E61, E62 and E7. This segment of Link E61 crosses Old Town Road, Dawkins Road, and Spring Creek. Link E62 From the intersection of Links E61, E62 and E7, Link E62 proceeds in a southerly direction for approximately 3,800 feet to an angle point. This segment of Link E62 crosses Batey Road, From this angle point, Link E62 proceeds in an easterly direction for approximately 3,000 feet to an angle point. This segment of Link E62 is parallel to and south of Batey Road. From this angle point, Link E62 proceeds in a southerly direction for approximately 5,000 feet to an angle point. From this angle point, Link E62 proceeds in a south/southeasterly direction for approximately 1,100 feet to an angle point. This segment of Link E62 crosses FM 902. From this angle point, Link E62 proceeds in a southerly direction for approximately 3,600 feet to a slight angle point. From this slight angle point, Link E62 continues in a southerly direction for approximately 1,000 feet to a slight angle point. From this slight angle point, Link E62 continues in a southerly direction for approximately 1,400 feet to a slight angle point. A portion of this segment of Link E62 is parallel to and west of Spring Creek road. This segment of Link E62 also crosses Spring Creek Road. From this slight angle point, Link E62 continues in a southerly direction for approximately 1,100 feet to the intersection of Links E62, F7, M and W1. This segment of Link E62 crosses Hog Creek. Link E7 From the intersection of Links E61, E62 and E7, Link E7 proceeds in a northerly direction for approximately 1,300 feet to an angle point. From this angle point, Link E7 proceeds in an easterly direction for approximately 4,900 feet to an angle point. This segment of Link E7 crosses FM 901. From this angle point, Link E7 proceeds in a northerly direction for approximately 1,800 feet to an angle point. From this angle point, Link E7 proceeds in an easterly direction for approximately 3,500 feet to an angle point. From this angle point, Link E7 proceeds in an east/northeasterly direction for approximately 2,400 feet to an angle point. From this angle point, Link E7 proceeds in an easterly direction parallel to and south of Macomb Cemetery Road for approximately 2,200 feet to an angle point. This segment of Link E7 crosses Hog Creek. From this angle point, Link E7 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. This segment of Link E7 crosses Davis Road. From this angle point, Link E7 proceeds in an easterly direction for approximately 3,900 feet to an angle point. From this angle point, Link E7 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link E7 proceeds in an easterly direction for approximately 3,200 feet to an angle point. This segment of Link E7 crosses O'Hanlon Road and Case Creek. From this angle point, Link E7 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link E7 proceeds in an easterly direction for approximately 1,700 feet to an angle point. From this angle point, Link E7 proceeds in a northeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link E7 proceeds in an easterly direction for approximately 700 feet to the intersection of Links E7, W71, and W72. This segment of Link E7 crosses Collins Road. Link F1 From the intersection of Links A6222, A72, E1 and F1, Link F1 proceeds in an easterly direction for approximately 7,600 feet to an angle point. This segment of Link F1 crosses Hackley Creek and IH35. From this angle point, Link Fi proceeds in an east/northeasterly direction parallel to and north/northwest of an existing Brazos EPC 138 kV transmission line for approximately 8,600 feet to an angle point. This segment of Link F1 crosses BNSF Railroad, an existing natural gas pipeline, and Scott Creek. From this angle point, Link Fi proceeds in a north/northeasterly direction parallel to and west/northwest of an existing Brazos EPC 138 kV transmission line for 10 approximately 2,500 feet to the intersection of Links F1, F2, and F3. This segment of Link 171 crosses FM 2071. Link F2 From the intersection of Links F1, F2, and F3, Link F2 proceeds in a north/northeasterly direction parallel to and west/northwest of an existing Brazos EPC 138 kV transmission line for approximately 15,300 feet to an angle point. This segment of Link F2 crosses CR 2152, Elm Fork Trinity River, and FM 372. From this angle point, Link F2 proceeds in an easterly direction for approximately 1,600 feet to an angle point. This segment of Link F2 crosses an existing Brazos EPC 138 kV transmission line. From this angle point, Link F2 proceeds in a northerly direction for approximately 1,600 feet to an angle point. From this angle point, Link F2 proceeds in a north/northeasterly direction parallel to and east/southeast of an existing Brazos EPC 138 kV transmission line for approximately 3,100 feet to a slight angle point. This segment of Link F2 crosses FM 902. From this slight angle point, Link F2 continues in a north/northeasterly direction parallel to and east/southeast of an existing Brazos EPC 138 kV transmission line for approximately 4,200 feet to a slight angle point. This segment of Link F2 crosses FM 3092 and CR 208. From this slight angle point, Link F2 continues in a north/northeasterly direction parallel to and east/southeast of an existing Brazos EPC 138 kV transmission line for approximately 2,800 feet to an angle point. This segment of Link F2 crosses Meyersville Lane and Redmond Branch. From this angle point, Link F2 proceeds in an easterly direction for approximately 4,900 feet to an angle point. This segment of Link F2 crosses Redmond Branch and CR 2121. From this angle point, Link F2 proceeds in an east/southeasterly direction for approximately 2,800 feet to an angle point. A portion of this segment of Link F2 is west/southwest of CR 206. From this angle point, Link F2 proceeds in a south/southeasterly direction for approximately 900 feet to an angle point. From this angle point, Link F2 proceeds in an east/southeasterly direction for approximately 900 feet to an angle point. From this angle point, Link F2 proceeds in an easterly direction for approximately 1,000 feet to the intersection of Links E3, F2 and W4. Link F3 From the intersection of Links Fi, F2, and F3, Link F3 proceeds in an easterly direction for approximately 2,700 feet to a slight angle point. This segment of Link F3 crosses two existing Brazos EPC 138 kV transmission lines. From this slight angle point, Link F3 continues in an easterly direction parallel to and north of an existing Brazos EPC 138 kV transmission line for approximately 10,900 feet to an angle point. This segment of Link F3 crosses the Elm Fork Trinity River. From this angle point, Link F3 proceeds in an east/northeasterly direction parallel to and north of an existing Brazos EPC 138 kV transmission line for approximately 1,500 feet to an angle point. This segment of Link F3 crosses FM 372. From this angle point, Link F3 proceeds in an easterly direction parallel to and north of an existing Brazos EPC 138 kV transmission line for approximately 700 feet to a slight angle point. From this slight angle point, Link F3 continues in an easterly direction parallel to and north of an existing Brazos EPC 138 kV transmission line for approximately 5,100 feet to a slight angle point. From this slight angle point, Link F3 continues in an easterly direction parallel to and north of an existing Brazos EPC 138 kV transmission line for approximately 1,200 feet to the intersection of Links F3, F4 and F5. This segment of Link F3 crosses CR 223. Link F4 From the intersection of Links F3, F4 and F5, Link F4 proceeds in a northerly direction for approximately 4,700 feet to an angle point. This segment of Link F4 crosses CR 220 and Wolf Creek. A portion of this segment of Link F4 is parallel to and east of CR 223. From this angle point, Link F4 proceeds in a north/northeasterly direction for approximately 900 feet to an angle point. From this angle point, Link F4 proceeds in a northerly direction for approximately 1,200 feet to an angle point. From this angle point, Link F4 proceeds in a northwesterly direction for approximately 900 feet to an angle point. From this angle point, Link F4 proceeds in a northerly 11 direction for approximately 1,000 feet to a slight angle point. From this slight angle point, Link F4 continues in a northerly direction for approximately 1,000 feet to a slight angle point. From this slight angle point, Link F4 continues in a northerly direction for approximately 5,400 feet to the intersection of Links E3, E4 and F4. This segment of Link F4 crosses FM 902 and CR 214. Link F5 From the intersection of Links F3, F4 and F5, Link F5 proceeds in a southerly direction parallel to and east of CR 223 for approximately 1,200 feet to an angle point. This segment of Link F5 crosses an existing Brazos EPC 138 kV transmission line. From this angle point, Link F5 proceeds in an easterly direction for approximately 8,500 feet to an angle point. A portion of this segment of Link F5 is parallel to and north of an existing Brazos EPC 138 kV transmission line. This segment of Link F5 crosses Wolf Creek, the existing Brazos EPC 138 kV transmission line and FM 3496. From this angle point, Link F5 proceeds in a southerly direction for approximately 2,900 feet to an angle point. This segment of Link F5 crosses the existing Brazos EPC 138 kV transmission line. From this angle point, Link F5 proceeds in an easterly direction for approximately 5,100 feet to an angle point. This segment of Link F5 crosses Indian Creek. From this angle point, Link F5 proceeds in a northerly direction for approximately 1,800 feet to an angle point. From this angle point, Link F5 proceeds in an easterly direction for approximately 1,400 feet to a slight angle point. This segment of Link F5 crosses CR 283. From this slight angle point, Link F5 continues in an easterly direction for approximately 3,900 feet to an angle point. This segment of Link F5 crosses CR 223. From this angle point, Link F5 proceeds in a north/northeasterly direction for approximately 1,200 feet to the intersection of Links F5, F6 and F7. Link F6 (Bi-directional link From the intersection of Links F5, F6 and F7, Link F6 proceeds in a north/northwesterly direction for approximately 2,000 feet to an angle point. This segment of Link F6 crosses FM 902, From this angle point, Link F6 proceeds in a northerly direction parallel to and east of an existing Brazos EPC 138 kV transmission line for approximately 6,900 feet to an angle point. From this angle point, Link F6 proceeds in a north/northwesterly direction parallel to and west/southwest of an existing Brazos EPC 138 kV transmission line for approximately 2,000 feet to an angle point. This segment of Link F6 also crosses the existing Brazos EPC 138 kV transmission line. From this angle point, Link F6 proceeds in a northerly direction parallel to and west of an existing Brazos EPC 138 kV transmission line for approximately 3,900 feet to an angle point. This segment of Link F6 crosses CR 2134. From this angle point, Link F6 proceeds in a westerly direction parallel to and south of an existing Brazos EPC 138 kV transmission line for approximately 1,100 feet to an angle point. From this angle point, Link F6 proceeds in a northerly direction parallel to and west of an existing Brazos EPC 138 kV transmission line for approximately 1,700 feet to the intersection of Links E4, E5 and F6. Link F6 (Bi-directional link) From the intersection of Links E4, E5 and F6, Link F6 proceeds in a southerly direction parallel to and west of an existing Brazos EPC 138 kV transmission line for approximately 1,700 feet to an angle point. From this angle point, Link F6 proceeds in an easterly direction parallel to and south of an existing Brazos EPC 138 kV transmission line for approximately 1,100 feet to an angle point. From this angle point, Link F6 proceeds in a southerly direction parallel to and west of an existing Brazos EPC 138 kV transmission line for approximately 3,900 feet to an angle point. This segment of Link F6 crosses CR 2134. From this angle point, Link F6 proceeds in a south/southeasterly direction parallel to and west/southwest of an existing Brazos EPC 138 kV transmission line for approximately 2,000 feet to an angle point. This segment of Link F6 also crosses the existing Brazos EPC 138 kV transmission line. From this angle point, Link F6 proceeds in a southerly direction parallel to and east of an existing Brazos EPC 138 kV transmission line for approximately 6,900 feet to an angle point. From this angle point, Link F6 12 proceeds in a south/southeasterly direction for approximately 2,000 feet to the intersection of Links F5, F6 and F7. This segment of Link F6 crosses FM 902. Link F7 From the intersection of Links F5, F6 and F7, Link F7 proceeds in an east/northeasterly direction parallel to and south/southeast of FM 902 for approximately 2,900 feet to an angle point. This segment of Link F7 crosses Hayesport Lane. From this angle point, Link F7 proceeds in an easterly direction for approximately 1,100 feet to an angle point. From this angle point, Link F7 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link F7 proceeds in an easterly direction for approximately 4,200 feet to an angle point. This segment of Link F6 crosses CR 203. From this angle point, Link F7 proceeds in a southeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link F7 proceeds in an east/southeasterly direction for approximately 2,000 feet to an angle point. From this angle point, Link F7 proceeds in an east/northeasterly direction for approximately 1,000 feet to an angle point. From this angle point, Link F7 proceeds in an easterly direction for approximately 900 feet to a slight angle point. From this slight angle point, Link F7 continues in an easterly direction for approximately 1,000 feet to a slight angle point. This segment of Link F7 crosses Timber Creek. From this slight angle point, Link F7 continues in an easterly direction for approximately 5,600 feet to an angle point. This segment of Link F7 crosses Cooke County/Grayson County line, Jordan Creek, and Jordan Creek Road. From this angle point, Link F7 proceeds in a southerly direction parallel to and east of Jordan Creek Road for approximately 1,600 feet to an angle point. From this angle point, Link F7 proceeds in an easterly direction for approximately 18,600 feet to the intersection of Links E62, F7, M and Wi. This segment of Link F7 crosses UP Railroad, US Hwy 377, Jones Road, Spring Creek, Graham Grove Road, and Hog Creek. Link G1 From the intersection of Links 133 and G1, Link G1 proceeds in an easterly direction for approximately 3,400 feet to the intersection of Links G1, G21, and G41. A portion of Link G1 is parallel to and south of Sam Bass Road. Link G21 From the intersection of Links G1, G21, and G41, Link G21 proceeds in a southeasterly direction for approximately 2,100 feet to an angle point. From this angle point, Link G21 proceeds in an east/northeasterly direction for approximately 1,200 feet to an angle point. This segment of Link G21 crosses Rector Road and an existing Oncor 138 kV transmission line. From this angle point, Link G21 proceeds in an easterly direction for approximately 3,100 feet to the intersection of Links G21, G22, and Y. This segment of Link G21 crosses an existing Brazos EPC 138 kV transmission line. Link G22 From the intersection of Links G21, G22, and Y, Link G22 proceeds in a northerly direction parallel to and east of an existing Brazos EPC 138 kV transmission line for approximately 2,400 feet to an angle point. From this angle point, Link G22 proceeds in an east/northeasterly direction for approximately 1,900 feet to an angle point. This segment of Link G22 crosses Rector Road and an existing Brazos EPC 138 kV transmission line. From this angle point, Link G22 proceeds in an east/southeasterly direction for approximately 1,000 feet to an angle point. From this angle point, Link G22 proceeds in an east/northeasterly direction parallel to and north/northwest of an existing Brazos EPC 138 kV transmission line for approximately 4,100 feet to an angle point. This segment of Link G22 crosses IH35 and Cowling Road. From this angle point, Link G22 proceeds in an east/southeasterly direction parallel to and north/northeast of an existing Brazos EPC 138 kV transmission line for approximately 14,700 feet to an angle point. This segment of Link G22 13 crosses BNSF Railroad, Rector Road, Clear Creek, and FM 2164. From this angle point, Link G22 proceeds in an easterly direction parallel to and north of an existing Brazos EPC 138 kV transmission line for approximately 1,500 feet to an angle point. From this angle point, Link G22 proceeds in an east/northeasterly direction for approximately 900 feet to an angle point. From this angle point, Link G22 proceeds in an easterly direction for approximately 3,400 feet to an angle point. This segment of Link G22 crosses Indian Wells Road, Mesquite Ridge, and an existing natural gas pipeline. From this angle point, Link G22 proceeds in a south/southeasterly direction parallel to and east/northeast of an existing natural gas pipeline for approximately 900 feet to an angle point. This segment of Link G22 crosses an existing Brazos EPC 138 kV transmission line. From this angle point, Link G22 proceeds in an easterly direction parallel to and south of an existing Brazos EPC 138 kV transmission line for approximately 4,900 feet to an angle point. This segment of Link G22 crosses two existing natural gas pipelines. From this angle point, Link G22 proceeds in an east/southeasterly direction parallel to and south/southwest of an existing Brazos EPC 138 kV transmission line for approximately 1,700 feet to the intersection of Links G22, G3, and G7. Link G3 From the intersection of Links G22, G3, and G7, Link G3 proceeds in an east/southeasterly direction parallel to and south/southwest of an existing Brazos EPC 138 kV transmission line for approximately 4,200 feet to an angle point. From this angle point, Link G3 proceeds in an east/southeasterly direction for approximately 3,000 feet to an angle point. This segment of Link G3 crosses Shepard Road. From this angle point, Link G3 proceeds in an easterly direction parallel to and north of FM 428 for approximately 3,500 feet to the intersection of Links G3, H13, and H16. This segment of Link G3 crosses FM 2153, Culp Branch, two existing natural gas pipelines, and Zackery Road. Link G41 From the intersection of Links G1, G21, and G41, Link G41 proceeds in a northeasterly direction for approximately 2,400 feet to an angle point. This segment of Link G41 crosses Sam Bass Road. From this angle point, Link G41 proceeds in a northerly direction parallel to and west of an existing Oncor 138 kV transmission line for approximately 5,200 feet to the intersection of Links G41, G42, and G5. This segment of Link G41 crosses Clear Creek. Link G42 From the intersection of Links G41, G42, and G5, Link G42 proceeds in a northerly direction parallel to and west of an existing Oncor 138 kV transmission line for approximately 1,400 feet to the intersection of Links G42 and G6. Link G5 From the intersection of Links G41, G42, and G5, Link G5 proceeds in an easterly direction for approximately 7,300 feet to an angle point. This segment of Link G5 crosses an existing Oncor 138 kV transmission line, an existing Brazos EPC 138 kV transmission line, Clear Creek, and I1-135. From this angle point, Link G5 proceeds in a northeasterly direction for approximately 1,200 feet to an angle point. This segment of Link G5 crosses Clear Creek and Cowling Road. From this angle point, Link G5 proceeds in a northerly direction parallel to and east of Cowling Road for approximately 1,500 feet to an angle point. From this angle point, Link G5 proceeds in an easterly direction for approximately 7,000 feet to a slight angle point. This segment of Link G5 crosses BNSF Railroad, Rector Road, and Ranger Branch. From this slight angle point, Link G5 continues in an easterly direction for approximately 4,000 feet to an angle point. From this angle point, Link G5 proceeds in a northerly direction for approximately 2,000 feet to an angle point. From this angle point, Link G5 continues in an easterly direction for approximately 3,800 feet to an angle point. This segment of Link G5 crosses Rainbow Valley Road. From this angle point, 14 Link G5 proceeds in a southerly direction for approximately 5,900 feet to an angle point. From this angle point, Link G5 proceeds in an easterly direction for approximately 5,600 feet to a slight angle point. This segment of Link G5 crosses FM 2164. From this slight angle point, Link G5 continues in an easterly direction for approximately 5,500 feet to a slight angle point. This segment of Link G5 crosses an existing natural gas pipeline. From this slight angle point, Link G5 continues in an easterly direction for approximately 3,700 feet to the intersection of Links G5, G7, and G8. This segment of Link G5 crosses Culp Branch. Link G6 From the intersection of Links G42 and G6, Link G6 proceeds in a north/northwesterly direction for approximately 2,400 feet to an angle point. From this angle point, Link G6 proceeds in a northerly direction for approximately 1,900 feet to an angle point. This segment of Link G6 crosses Duck Creek Road. From this angle point, Link G6 proceeds in an easterly direction parallel to and north of Duck Creek Road for approximately 1,000 feet to an angle point. From this angle point, Link G6 proceeds in a northerly direction for approximately 5,300 feet to an angle point. From this angle point, Link G6 proceeds in a northwesterly direction for approximately 1,200 feet to an angle point. This segment of Link G6 crosses FM 455 and Duck Creek. From this angle point, Link G6 proceeds in a northeasterly direction for approximately 1,200 feet to an angle point. From this angle point, Link G6 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. This segment of Link G6 crosses an existing Oncor 138 kV transmission line. From this angle point, Link G6 proceeds in a northerly direction parallel to and east of an existing Oncor 138 kV transmission line for approximately 7,600 feet to an angle point. This segment of Link G6 crosses Belz Road. From this angle point, Link G6 proceeds in an easterly direction for approximately 4,600 feet to an angle point. This segment of Link G6 crosses Metz Road. From this angle point, Link G6 proceeds in a northerly direction parallel to and west of an existing Brazos EPC 138 kV transmission line for approximately 15,400 feet to an angle point. This segment of Link G6 crosses Lois Road, Ranger Branch, View Road, Pond Creek, Denton County / Cooke County line, and CR 200. From this angle point, Link G6 proceeds in a westerly direction for approximately 5,500 feet to an angle point. This segment of Link G6 crosses Pond Creek, an existing Oncor 138 kV transmission line, and CR 200. From this angle point, Link G6 proceeds in a northerly direction parallel to and west of CR 200 for approximately 2,200 feet to a slight angle point. This segment of Link G6 crosses Pond Creek and CR 200. From this slight angle point, Link G6 continues in a northerly direction parallel to and west of an existing Oncor 138 kV transmission line for approximately 1,200 feet to a slight angle point. From this slight angle point, Link G6 continues in a northerly direction parallel to and west of an existing Oncor 138 kV transmission line for approximately 4,700 feet to an angle point. This segment of Link G6 crosses Little Indian Creek. From this angle point, Link G6 proceeds in a north/northeasterly direction parallel to and east/southeast of an existing Oncor 138 kV transmission line for approximately 5,300 feet to an angle point. This segment of Link G6 crosses the existing Oncor 138 kV transmission line, Little Indian Creek, and CR 204. From this angle point, Link G6 proceeds in a northerly direction for approximately 5,000 feet to the intersection of Links A7112, A712, and G6. This segment of Link G6 crosses the existing Oncor 138 kV transmission line, FM 2848, Indian Creek, and an existing Brazos EPC 138 kV transmission line. Link G7 (BI-directional link From the intersection of Links G5, G7, and G8, Link G7 proceeds in a southerly direction for approximately 4,700 feet to the intersection of Links G22, G3, and G7. This segment of Link G7 crosses Culp Branch, two natural gas pipelines, and an existing Brazos EPC 138 kV transmission line. Link G7 (Bi-directional link) From the intersection of Links G22, G3, and G7, Link G7 proceeds in a northerly direction for approximately 4,700 feet to the intersection of Links G5, G7, and G8. This segment of Link G7 15 crosses an existing Brazos EPC 138 kV transmission line, two natural gas pipelines, and Culp Branch. Link G8 From the intersection of Links G5, G7, and G8, Link G8 proceeds in an easterly direction for approximately 1,200 feet to a slight angle point. From this slight angle point, Link G8 continues in an easterly direction for approximately 1,100 feet to a slight angle point. From this slight angle point, Link G8 continues in an easterly direction for approximately 1,900 feet to an angle point. From this angle point, Link G8 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. This segment of Link G8 crosses FM 2153. From this angle point, Link G8 proceeds in an easterly direction parallel to and south of Burger Road for approximately 5,700 feet to an angle point. This segment of Link G8 crosses Zackery Road. From this angle point, Link G8 proceeds in an east/southeasterly direction for approximately 3,700 feet to the intersection of Links G8 and H17, Link H101 From the intersection of Links C2 and H101, Link H101 proceeds in an easterly direction for approximately 2,300 feet to an angle point. A portion of this segment of Link H101 is parallel to and south of an existing natural gas pipeline. This segment of Link H101 also crosses the existing natural gas pipeline. From this angle point, Link H101 proceeds in an east/southeasterly direction for approximately 1,000 feet to an angle point. This segment of Link H101 crosses FM 156 and BNSF Railroad. From this angle point, Link H101 proceeds in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 2,400 feet to an angle point. This segment of Link H101 crosses BNSF Railroad, Rector Road, and an existing Oncor 138 kV transmission line. From this angle point, Link H101 proceeds in an east/northeasterly direction parallel to and north/northwest of an existing natural gas pipeline for approximately 2,700 feet to an angle point. From this angle point, Link H101 proceeds in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 1,400 feet to the intersection of Links H101, H1021, and Y. This segment of Link H101 crosses an existing Brazos EPC 138 kV transmission line. Link H1021 From the intersection of Links H101, H1021, and Y, Link H1021 proceeds in a southerly direction parallel to and east of an existing Brazos EPC 138 kV transmission line for approximately 6,500 feet to an angle point. This segment of Link H1021 crosses an existing natural gas pipeline, Ganzar Road, an existing Brazos EPC 138 kV transmission line and two additional natural gas pipelines. From this angle point, Link H1021 proceeds in an east/southeasterly direction for approximately 2,100 feet to a slight angle point. From this slight angle point, Link H1021 continues in an east/southeasterly direction parallel to and south/southwest of an existing Brazos EPC 138 kV transmission line for approximately 5,100 feet to an angle point. This segment of Link H1021 crosses IH35 and an existing natural gas pipeline, From this angle point, Link H1021 proceeds in an easterly direction parallel to and south of, and then north of, an existing natural gas pipeline for approximately 7,000 feet to an angle point. This segment of Link H1021 crosses an existing Brazos EPC 138 kV transmission line, the existing natural gas pipeline, and Bonnie Brae Street. From this angle point, Link H1021 proceeds in an east/northeasterly direction north of an existing natural gas pipeline for approximately 1,200 feet to an angle point. From this angle point, Link H1021 proceeds in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 1,700 feet to a slight angle point. From this slight angle point, Link H1021 continues in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 1,900 feet to a slight angle point. This segment of Link H1021 crosses FM 2164. From this slight angle point, Link H1021 continues in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 2,900 16 feet to the intersection of Links H1021, H1022, and Z1. This segment of Link H1021 crosses Stuart Road. Link H1022 From the intersection of Links H1021, H1022, and Z1, Link H1022 proceeds in a northeasterly direction parallel to and northwest of an existing natural gas pipeline for approximately 2,800 feet to a slight angle point. From this slight angle point, Link H1022 continues in a northeasterly direction for approximately 1,500 feet to the intersection of Links H1022, H1023, and Z2. This segment of Link H1022 crosses an existing natural gas pipeline. Link H1023 From the intersection of Links H1022, H1023, and Z2, Link H1023 proceeds in a northeasterly direction for approximately 1,600 feet to a slight angle point. From this slight angle point, Link H1023 continues in a northeasterly direction parallel to and southeast of an existing natural gas pipeline for approximately 4,100 feet to an angle point. This segment of Link H1023 crosses Milam Creek and Clear Creek. From this angle point, Link H1023 proceeds in an easterly direction for approximately 2,200 feet to an angle point. This segment of Link H1023 crosses an existing natural gas pipeline. From this angle point, Link H1023 proceeds in a northeasterly direction parallel to and northwest of FM 428 for approximately 1,200 feet to an angle point. From this angle point, Link H1023 proceeds in an east/southeasterly direction for approximately 1,000 feet to an angle point. This segment of Link H1023 crosses FM 428. From this angle point, Link H1023 proceeds in an easterly direction for approximately 6,500 feet to an angle point. From this angle point, Link H1023 proceeds in an east/southeasterly direction for approximately 1,200 feet to an angle point. From this angle point, Link H1023 proceeds in an easterly direction for approximately 2,100 feet to the intersection of Links H1023, H1024, and M. Link H1024 From the intersection of Links H1024 and H111, Link H1024 proceeds in a southerly direction for approximately 1,100 feet to the intersection of Links H1023, H1024 and Z3. This segment of Link H1024 crosses Culp Branch. Link H111 From the intersection of Links H111 and H112, Link H111 proceeds in a southerly direction parallel to and west of Elm Bottom Circle for approximately 1,900 feet to an angle point. From this angle point, Link H111 proceeds in a south/southeasterly direction for approximately 1,100 feet to the intersection of Links H1024 and H111. This segment of Link H111 crosses Elm Bottom Circle. Link H112 From the intersection of Links H112 and H13, Link H112 proceeds in a southerly direction parallel to and west of Elm Bottom Circle for approximately 800 feet to the intersection of Links H111 and H112. This segment of Link H111 crosses Christi Lane. Link H13 From the intersection of Links G3, H13, and H16, Link H13 proceeds in a southerly direction parallel to and west of Elm Bottom Circle for approximately 3,600 feet to the intersection of Links H112 and H13. This segment of Link H13 crosses FM 428. 17 Link H1512 From the intersection of Links H1512 and Z9, Link H1512 proceeds in a northerly direction for approximately 2,300 feet to the intersection of Links H1512 and H152. This segment of Link H1512 crosses FM 428. Link H152 From the intersection of Links H1512 and H152, Link H152 proceeds in a northerly direction for approximately 900 feet to the intersection of Links H152 and H19. This segment of Link H152 crosses Aubrey Branch. Link H16 From the intersection of Links H16 and H17, Link H16 proceeds in a south/southwesterly direction for approximately 2,000 feet to an angle point. This segment of Link H16 crosses two existing natural gas pipelines. From this angle point, Link H16 proceeds in a westerly direction parallel to and north of FM 428 for approximately 1,900 feet to the intersection of Links G3, H13 and H16. Link H17 From the intersection of Links G8 and H17, Link H17 proceeds in a south/southwesterly direction for approximately 7,000 feet to the intersection of Links H16 and H17. This segment of Link H17 crosses an existing natural gas pipeline three times, another existing natural gas pipeline and an existing Brazos EPC 138 kV transmission line. Link H19 From the intersection of Links H152 and H19, Link H19 proceeds in an easterly direction parallel to and south of an existing Brazos EPC 138 kV transmission line for approximately 2,200 feet to an angle point. From this angle point, Link H19 proceeds in a north/northeasterly direction for approximately 3,200 feet to an angle point. This segment of Link H19 crosses an existing Brazos EPC 138 kV transmission line, two existing natural gas pipelines, and Blackjack Road. From this angle point, Link H19 proceeds in an easterly direction for approximately 2,000 feet to the intersection of Links H2 and H19. This segment of Link H19 crosses Wilson Road. Link H2 From the intersection of Links H19 and 1-112, Link H2 proceeds in an easterly direction for approximately 2,200 feet to an angle point. This segment of Link H2 crosses Main Street. From this angle point, Link H2 proceeds in an east/southeasterly direction for approximately 2,000 feet to an angle point. This segment of Link H2 crosses two existing natural gas pipelines, Blackjack Road, FM 3524, UP Railroad, and Magnolia Street. From this angle point, Link H2 proceeds in an easterly direction parallel to and south of Blackjack Road for approximately 2,000 feet to an angle point, This segment of Link H2 crosses US Hwy 377. From this angle point, Link H2 proceeds in an east/southeasterly direction south of Blackjack Road for approximately 1,100 feet to an angle point. From this angle point, Link H2 proceeds in an easterly direction parallel to and south of an existing natural gas pipeline for approximately 1,700 feet to an angle point. From this angle point, Link H2 proceeds in a northerly direction for approximately 2,200 feet to an angle point. This segment of Link H2 crosses an existing natural gas pipeline and Blackjack Road. From this angle point, Link H2 proceeds in an east/northeasterly direction south of an existing natural gas pipeline for approximately 1,000 feet to an angle point. From this angle point, Link H2 proceeds in an easterly direction parallel to and south of an existing natural gas pipeline for approximately 2,000 feet to an angle point. From this angle point, Link H2 proceeds in an east/northeasterly direction for approximately 1,000 feet to an angle point. This segment of Link 18 H2 crosses an existing natural gas pipeline. From this angle point, Link H2 proceeds in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 6,400 feet to the intersection of Links H2, L, and 01. This segment of Link H2 crosses FM 2931 and an existing natural gas pipeline. Link Ki From the intersection of Links Ki and L, Link Ki proceeds in a northerly direction for approximately 4,400 feet to the intersection of Links K1, K2, and K3. This segment of Link K1 crosses an existing natural gas pipeline. Link K2 From the intersection of Links K1, K2, and K3, Link K2 proceeds in a northerly direction for approximately 3,300 feet to the intersection of Links K2 and N. This segment of Link K2 crosses Joe Allen Road. Link K3 From the intersection of Links K1, K2, and K3, Link K3 proceeds in an easterly direction for approximately 6,500 feet to an angle point. A portion of this segment of Link K3 is parallel to and north of Joe Allen Road. This segment of Link K3 crosses Joe Allen Road twice, Pecan Creek, and Pecan Valley Road. From this angle point, Link K3 proceeds in a northerly direction for approximately 1,100 feet to an angle point. This segment of Link K3 crosses Joe Allen Road. From this angle point, Link K3 proceeds in an easterly direction parallel to and north of Joe Allen Road for approximately 1,100 feet to an angle point. From this angle point, Link K3 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. This segment of Link K3 crosses FM 1385. From this angle point, Link K3 proceeds in an easterly direction for approximately 3,500 feet to an angle point. This segment of Link K3 crosses Lights Ranch Road. From this angle point, Link K3 proceeds in a northerly direction parallel to and east of Lights Ranch Road for approximately 2,600 feet to an angle point. From this angle point, Link K3 proceeds in an easterly direction parallel to and south of Shearer Road for approximately 5,700 feet to an angle point. This segment of Link K3 crosses Mustang Creek and Harries Road. From this angle point, Link K3 proceeds in a northerly direction parallel to and east of Hames Road for approximately 1,600 feet to an angle point. From this angle point, Link K3 proceeds in an easterly direction for approximately 4,800 feet to an angle point. From this angle point, Link K3 proceeds in a south/southeasterly direction for approximately 3,100 feet to an angle point. This segment of Link K3 crosses Little Elm Creek. From this angle point, Link K3 proceeds in an easterly direction for approximately 4,400 feet to an angle point. This segment of Link K3 crosses CR 9 and Collin County/Denton County line. From this angle point, Link K3 proceeds in a southerly direction parallel to and east of CR 9 for approximately 1,900 feet to the intersection of Links K3, Q1, and 02. Link L From the intersection of Links 1-112, L, and 01, Link L proceeds in a northerly direction for approximately 1,600 feet to the intersection of Links K1 and L. This segment of Link L crosses an existing natural gas pipeline and Mustang Road. Link M From the intersection of Links E62, F7, M and W1, Link M proceeds in a southerly direction for approximately 7,300 feet to an angle point. This segment of Link M crosses Hogcreek Road and Hog Town Road. From this angle point, Link M proceeds in an easterly direction parallel to and south of Hog Town Road for approximately 8,700 feet to an angle point. This segment of Link M crosses Lewis Road and Hunter Road. From this angle point, Link M proceeds in an 19 east/northeasterly direction for approximately 5,100 feet to an angle point. This segment of Link M crosses Case Creek. From this angle point, Link M proceeds in an easterly direction for approximately 2,000 feet to an angle point. This segment of Link M crosses Range Creek. From this angle point, Link M proceeds in an east/southeasterly direction for approximately 1,900 feet to an angle point. This segment of Link M crosses Rocky Ford Road. From this angle point, Link M proceeds in an easterly direction parallel to and south of FM 902 for approximately 3,500 feet to an angle point. From this angle point, Link M proceeds in a southerly direction parallel to and west of McDonald Road for approximately 11,900 feet to an angle point. From this angle point, Link M proceeds in a westerly direction parallel to and north of Kimberlin Road for approximately 1,800 feet to an angle point. From this angle point, Link M proceeds in a southerly direction for approximately 12,600 feet to an angle point. This segment of Link M crosses Kimberlin Road, Buck Creek, and FM 121. From this angle point, Link M proceeds in a south/southeasterly direction for approximately 2,000 feet to an angle point. From this angle point, Link M proceeds in a southerly direction for approximately 3,600 feet to an angle point. This segment of Link M crosses Stiff Chapel Road and Walnut Fork Creek. From this angle point, Link M proceeds in a south/southwesterly direction for approximately 2,100 feet to an angle point. This segment of Link M crosses Walnut Fork. From this angle point, Link M proceeds in a southerly direction for approximately 2,800 feet to a slight angle point. This segment of Link M crosses Walnut Fork. From this slight angle point, Link M continues in a southerly direction for approximately 1,100 feet to a slight angle point. From this slight angle point, Link M continues in a southerly direction parallel to and east of Old Scaggs School Road for approximately 6,100 feet to an angle point. This segment of Link M also crosses Old Scaggs School Road. From this angle point, Link M proceeds in an easterly direction parallel to and north of County Line Road for approximately 800 feet to an angle point. From this angle point, Link M proceeds in a southerly direction for approximately 2,600 feet to the intersection of Links M, P, and R1. This segment of Link M crosses County Line Road and the Grayson/Collin county line. Link N From the intersection of Links K2 and N, Link N proceeds in a northerly direction for approximately 1,000 feet to an angle point. From this angle point, Link N proceeds in a north/northeasterly direction for approximately 600 feet to an angle point. From this angle point, Link N proceeds in a northerly direction for approximately 1,200 feet to an angle point. This segment of Link N crosses Friendship Road. From this angle point, Link N proceeds in a north/northeasterly direction for approximately 1,400 feet to an angle point. This segment of Link N crosses Dane Road. From this angle point, Link N proceeds in an easterly direction for approximately 7,300 feet to an angle point. A portion of this segment of Link N is parallel to and north of Dane Road. This segment of Link N crosses Foutch Road, Pecan Creek, and FM 1385. From this angle point, Link N proceeds in a southerly direction parallel to and east of FM 1385 for approximately 1,200 feet to an angle point. From this angle point, Link N proceeds in an easterly direction for approximately 4,100 feet to an angle point. From this angle point, Link N proceeds in a northerly direction parallel to and west of Lights Ranch Road for approximately 4,200 feet to a slight angle point. From this slight angle point, Link N continues in a northerly direction for approximately 3,800 feet to an angle point. A portion of this segment of Link N is parallel to and west of Lights ranch Road. This segment of Link N crosses Lights Ranch Road and an existing natural gas pipeline. From this angle point, Link N proceeds in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 2,300 feet to a slight angle point. From this slight angle point, Link N continues in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 3,300 feet to a slight angle point. This segment of Link N crosses Mustang Creek. From this slight angle point, Link N continues in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 2,700 feet to a slight angle point. From this slight angle point, Link N continues in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 5,600 feet to an angle point. This segment of Link N crosses Tischler Road, an existing natural gas pipeline, and Riley Road. From this angle point, Link N proceeds in an east/southeasterly direction parallel to and south/southwest of FM 455 for approximately 2,000 feet to an angle point. From this angle point, 20 Link N proceeds in a southerly direction for approximately 2,200 feet to an angle point. From this angle point, Link N proceeds in an east/southeasterly direction for approximately 2,200 feet to an angle point. This segment of Link N crosses Collin County/Denton County line and Little Elm Creek. From this angle point, Link N proceeds in an east/northeasterly direction for approximately 2,200 feet to an angle point. From this angle point, Link N proceeds in an easterly direction for approximately 2,300 feet to an angle point. This segment of Link N crosses FM 455. From this angle point, Link N proceeds in an east/northeasterly direction for approximately 900 feet to an angle point. From this angle point, Link N proceeds in an east/southeasterly direction for approximately 2,200 feet to an angle point. From this angle point, Link N proceeds in an easterly direction for approximately 1,100 feet to the intersection of Links N, P, 02, and S. Link 01 From the intersection of Links H2, L, and 01, Link 01 proceeds in an easterly direction parallel to and south of an existing natural gas pipeline for approximately 3,400 feet to an angle point. This segment of Link 01 also crosses an existing natural gas pipeline. From this angle point, Link 01 proceeds in a southerly direction for approximately 3,500 feet to an angle point. This segment of Link 01 also crosses the same existing natural gas pipeline. From this angle point, Link 01 proceeds in an easterly direction for approximately 4,500 feet to a slight angle point. This segment of Link 01 crosses Pecan Creek and Coffey Road. From this slight angle point, Link 01 continues in an easterly direction for approximately 3,800 feet to the intersection of Links 01, 02, and 05. This segment of Link 01 crosses Mustang Creek. Link 02 From the intersection of Links 01, 02, and 05, Link 02 proceeds in a northerly direction parallel to and west of FM 1385 for approximately 1,200 feet to an angle point. From this angle point, Link 02 proceeds in an easterly direction for approximately 6,200 feet to an angle point. This segment of Link 02 crosses FM 1385 and Little Elm Creek. From this angle point, Link 02 proceeds in an east/northeasterly direction for approximately 2,000 feet to an angle point. From this angle point, Link 02 proceeds in an easterly direction for approximately 5,100 feet to an angle point. A portion of this segment of Link 02 is parallel to and south of Smiley Road. This segment of Link 02 crosses Smiley Road and Celina Road. From this angle point, Link 02 proceeds in a northerly direction for approximately 2,300 feet to the intersection of Links 02, Q1, and T1. Link 03 From the intersection of Links 03, Z8, and Z9, Link 03 proceeds in an easterly direction for approximately 2,800 feet to an angle point. This segment of Link 03 crosses Higbie Lane. From this angle point, Link 03 proceeds in an east/northeasterly direction for approximately 1,000 feet to an angle point. From this angle point, Link 03 proceeds in an easterly direction for approximately 1,000 feet to an angle point. This segment of Link 03 crosses New Hope Road. From this angle point, Link 03 proceeds in a southerly direction parallel to and east of New Hope Road for approximately 1,400 feet to a slight angle point. This segment of Link 03 crosses Arvin Hill Road. From this slight angle point, Link 03 continues in a southerly direction parallel to and east of New Hope Road for approximately 1,200 feet to an angle point. From this angle point, Link 03 proceeds in an easterly direction for approximately 1,300 feet to an angle point. From this angle point, Link 03 proceeds in a southerly direction for approximately 1,200 feet to an angle point. From this angle point, Link 03 proceeds in an easterly direction for approximately 700 feet to an angle point. From this angle point, Link 03 proceeds in a southerly direction for approximately 1,200 feet to an angle point. From this angle point, Link 03 proceeds in an easterly direction for approximately 2,100 feet to a slight angle point. This segment of Link 03 crosses US Hwy 377. From this slight angle point, Link 03 continues in an easterly direction for approximately 4,500 feet to an angle point. A portion of this segment of Link 03 is parallel to and north of Liberty Road. This segment of Link 03 crosses Liberty Road and Cantrell Slough. From 21 this angle point, Link 03 proceeds in a northerly direction for approximately 2,700 feet to an angle point. This segment of Link 03 crosses an existing Brazos EPC 138 kV transmission line. From this angle point, Link 03 proceeds in an easterly direction for approximately 9,900 feet to an angle point. A portion of this segment of Link 03 is parallel to and south of Ike Byrom Road. This segment of Link 03 crosses Running Branch and FM 2931. From this angle point, Link 03 proceeds in an east/northeasterly direction for approximately 2,100 feet to an angle point. From this angle point, Link 03 proceeds in an easterly direction for approximately 3,300 feet to an angle point. This segment of Link 03 crosses Pecan Creek and Little Elm Creek. From this angle point, Link 03 proceeds in a south/southeasterly direction for approximately 3,000 feet to an angle point. From this angle point, Link 03 proceeds in an easterly direction for approximately 3,000 feet to an angle point. From this angle point, Link 03 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link 03 proceeds in an easterly direction parallel to and north of Bryan Road for approximately 2,200 feet to the intersection of Links 03, 04, and T5. Link 04 From the intersection of Links 03, 04, and T5, Link 04 proceeds in a northerly direction for approximately 2,000 feet to an angle point. From this angle point, Link 04 proceeds in a north/northeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link 04 proceeds in a northerly direction parallel to and west of FM 1385 for approximately 6,700 feet to the intersection of Links 04, 05, and T4. This segment of Link 04 crosses Bonar Road and an existing natural gas pipeline. Link 05 (Bi-directional link) From the intersection of Links 04, 05, and T4, Link 05 proceeds in a northerly direction parallel to and west of FM 1385 for approximately 6,400 feet to a slight angle point. This segment of Link 05 crosses Little Elm Creek and FM 428. From this slight angle point, Link 05 proceeds in a northerly direction parallel to and west of FM 1385 for approximately 3,800 feet to the intersection of Links 01, 02, and 05. Link 05 (131-directional link From the intersection of Links 01, 02, and 05, Link 05 proceeds in a southerly direction parallel to and west of FM 1385 for approximately 3,800 feet to a slight angle point. From this slight angle point, Link 05 proceeds in a southerly direction parallel to and west of FM 1385 for approximately 6,400 feet to the intersection of Links 04, 05, and U. This segment of Link 05 crosses FM 428 and Little Elm Creek. Link P (Bi-directional link From the intersection of Links N, P, Q2, and S, Link P proceeds in a northerly direction for approximately 12,000 feet to an angle point. A portion of this segment of Link P is parallel to and east of CR 58. This segment of Link P crosses CR 58 and CR 59. From this angle point, Link P proceeds in a west/northwesterly direction for approximately 1,100 feet to an angle point. This segment of Link P crosses Clarks Branch. From this angle point, Link P proceeds in a northerly direction for approximately 2,000 feet to the intersection of Links M, P, and R1. This segment of Link P crosses Little Elm Creek and an existing natural gas pipeline. Link P (1131-directional link) From the intersection of Links M, P, and 131, Link P proceeds in a southerly direction for approximately 2,000 feet to an angle point. This segment of Link P crosses Little Elm Creek and an existing natural gas pipeline. From this angle point, Link P proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. This segment of Link P crosses Clarks 22 Branch. From this angle point, Link P proceeds in a southerly direction for approximately 12,000 feet to the intersection of Links N, P, 02, and S. A portion of this segment of Link P is parallel to and east of CR 58. This segment of Link P crosses CR 59 and CR 58. Link Q1 (Bi-directional link) From the intersection of Links 02, 01, and Ti, Link 01 proceeds in a northerly direction for approximately 1,700 feet to an angle point. A portion of this segment of Link Q1 is parallel to and west of an existing natural gas pipeline. This segment of Link Q1 crosses two existing natural gas pipelines. From this angle point, Link 01 proceeds in a north/northeasterly direction for approximately 5,600 feet to the intersection of Links K3, 01, and Q2. This segment of Link Q1 crosses CR 8, CR 9, and Collin County/Denton County line. Link 01 (Bi-directional link) From the intersection of Links K3, Q1, and Q2, Link Q1 proceeds in a south/southwesterly direction for approximately 5,600 feet to an angle point. This segment of Link 01 crosses Collin County/Denton County line, CR 9, and CR 8. From this angle point, Q1 proceeds in a southerly direction for approximately 1,700 feet to the intersection of Links 02, Q1, and T1. A portion of this segment of Link Q1 is parallel to and west of an existing natural gas pipeline. This segment of Link Q1 crosses two existing natural gas pipelines. Link 02 From the intersection of Links K3, Q1, and 02, Link 02 proceeds in an easterly direction parallel to and north of two existing natural gas pipelines for approximately 2,200 feet to an angle point. From this angle point, Link 02 proceeds in a northerly direction for approximately 3,300 feet to an angle point. A portion of this segment of Link Q2 is parallel to and west of two existing natural gas pipelines. This segment of Link 02 crosses CR 9. From this angle point, Link 02 proceeds in an easterly direction for approximately 8,000 feet to an angle point. This segment of Link Q2 crosses two existing natural gas pipelines and FM 455. From this angle point, Link 02 proceeds in a northerly direction for approximately 6,000 feet to the intersection of Links N, P, 02, and S. A portion of this segment of Link 02 is parallel to and west of two existing natural gas pipelines. This segment of Link 02 also crosses the two existing natural gas. pipelines. Link R1 From the intersection of Links M, P, and R1, Link R1 proceeds in an easterly direction for approximately 4,100 feet to an angle point. This segment of Link R1 crosses Little Elm Creek. From this angle point, Link R1 proceeds in an east/southeasterly direction for approximately 1,000 feet to an angle point. From this angle point, Link R1 proceeds in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 4,300 feet to an angle point. This segment of Link R1 crosses an existing natural gas pipeline. From this angle point, Link R1 proceeds in an east/northeasterly direction for approximately 2,400 feet to an angle point. This segment of Link R1 crosses Clarks Branch. From this angle point, Link R1 proceeds in an easterly direction for approximately 7,300 feet to an angle point. This segment of Link R1 crosses BNSF Railroad, SH 289, Clarks Branch twice and two existing natural gas pipelines. From this angle point, Link R1 proceeds in a northerly direction parallel to and west of CR 132/Fox Lane for approximately 4,100 feet to an angle point. This segment of Link R1 crosses two existing natural gas pipelines, County Line Road, Collin County/Grayson County line, and Fox Lane. From this angle point, Link R1 proceeds in an easterly direction for approximately 3,000 feet to the intersection of Links R1, R21, and W3, This segment of Link R1 crosses Block Road. 23 Link R21 From the intersection of Links R1, R21, and W3, Link R21 proceeds in an easterly direction for approximately 4,200 feet to an angle point. This segment of Link R21 crosses Honey Creek, From this angle point, Link R21 proceeds in an east/southeasterly direction for approximately 2,000 feet to an angle point. From this angle point, Link R21 proceeds in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 3,200 feet to the intersection of Links R21, R22, and R42. This segment of Link R21 crosses an existing natural gas pipeline and an existing Oncor 138 kV transmission line. Link R22 From the intersection of Links R21, R22, and R42, Link R22 proceeds in an easterly direction for approximately 1,300 feet to an angle point. This segment of Link R22 crosses an existing natural gas pipeline and Red Maple Road: From this angle point, Link R22 proceeds in an east/northeasterly direction for approximately 900 feet to an angle point. From this angle point, Link R22 proceeds in an easterly direction parallel to and south of an existing natural gas pipeline for approximately 1,700 feet to an angle point. From this angle point, Link R22 proceeds in a southerly direction for approximately 6,400 feet to an angle point. This segment of Link R22 crosses Collin County/Grayson County line and CR 179. From this angle point, Link R22 proceeds in a south/southeasterly direction for approximately 2,700 feet to an angle point. From this angle point, Link R22 proceeds in a southerly direction for approximately 3,000 feet to the intersection of Links R22, R3, and X4. This segment of Link R22 crosses CR 177. Link R3 From the intersection of Links R22, R3, and X4, Link R3 proceeds in a south/southwesterly direction for approximately 900 feet to an angle point. From this angle point, Link R3 proceeds in a southerly direction for approximately 2,800 feet to an angle point. This segment of Link R3 crosses CR 173 and CR 134. From this angle point, Link R3 proceeds in a south/southwesterly direction for approximately 2,300 feet to an angle point. From this angle point, Link R3 proceeds in a southerly direction for approximately 2,800 feet to an angle point. This segment of Link R3 crosses an existing natural gas pipeline. From this angle point, Link R3 proceeds in an east/southeasterly direction for approximately 1,300 feet to a slight angle point. This segment of Link R3 crosses FM 455. From this slight angle point, Link R3 continues in an east/southeasterly direction for approximately 1,900 feet to an angle point. From this angle point, Link R3 proceeds in a southerly direction for approximately 4,400 feet to the intersection of Links R3, S, and U. Link R41 From the intersection of Links R41, X11, and X12, Link R41 proceeds in a south/southwesterly direction parallel and east/southeast of an existing Oncor 138 kV transmission line for approximately 10,000 feet to an angle point. This segment of Link R41 crosses South Branch Choctaw Creek. From this angle point, Link R41 proceeds in a southerly direction for approximately 4,200 feet to an angle point. This segment of Link R41 crosses FM 902. From this angle point, Link R41 proceeds in a westerly direction parallel to and south of FM 902 for approximately 1,200 feet to an angle point. This segment of Link R41 crosses an existing natural gas pipeline. From this angle point, Link R41 proceeds in a south/southwesterly direction parallel and east/southeast of an existing Oncor 138 kV transmission line for approximately 7,900 feet to the intersection of Links R41, R42, X21, and X22. This segment of Link R41 crosses an existing natural gas pipeline, Squirrel Creek, and Bradshaw Road. Link R42 From the intersection of Links R41, R42, X21, and X22, Link R42 proceeds in a south/southwesterly direction parallel and east/southeast of an existing Oncor 138 kV 24 transmission line for approximately 34,200 feet to an angle point. This segment of Link R42 crosses McBee Road, Hall Cemetery Road, Vineyard Road, Tolbert Road, East Fork Trinity River, River Bend Road, FM 121, and Stanley Creek. From this angle point, Link R42 proceeds in a southerly direction for approximately 4,300 feet to the intersection of Links R21, R22, and R42. This segment of Link R42 crosses Burke Road. Link S From the intersection of Links N, P, Q2, and S, Link S proceeds in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 3,600 feet to an angle point. This segment of Link S crosses an existing natural gas pipeline. From this angle point, Link S proceeds in an east/northeasterly direction for approximately 1,200 feet to an angle point. This segment of Link S crosses an existing natural gas pipeline. From this angle point, Link S proceeds in an easterly direction for approximately 1,000 feet to an angle point. This segment of Link S crosses an existing natural gas pipeline. From this angle point, Link S proceeds in an east/southeasterly direction for approximately 1,200 feet to an angle point. This segment of Link S crosses an existing natural gas pipeline and Business SH 289. From this angle point, Link S proceeds in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 6,200 feet to an angle point. This segment of Link S crosses BNSF Railroad and SH 289. From this angle point, Link S proceeds in a southerly direction for approximately 8,000 feet to an angle point. This segment of Link S crosses an existing natural gas pipeline and CR 100. From this angle point, Link S proceeds in an easterly direction for approximately 3,000 feet to an angle point. This segment of Link S crosses CR 97. From this angle point, Link S proceeds in a southerly direction parallel to and west of CR 101 for approximately 2,100 feet to an angle point. From this angle point, Link S proceeds in an easterly direction parallel to and south of FM 455 for approximately 2,700 feet to an angle point. This segment of Link S crosses CR 101 and FM 455. From this angle point, Link S proceeds in a north/northeasterly direction for approximately 900 feet to an angle point. This segment of Link S crosses FM 455. From this angle point, Link S proceeds in an easterly direction parallel to and north of FM 455 for approximately 2,700 feet to an angle point. This segment of Link S crosses FM 455, and an existing Oncor 138 kV transmission line. From this angle point, Link S proceeds in a north/northeasterly direction for approximately 1,000 feet to an angle point. From this angle point, Link S proceeds in an easterly direction parallel to and south of FM 455 for approximately 3,800 feet to an angle point. From this angle point, Link S proceeds in a northerly direction for approximately 900 feet to an angle point. This segment of Link S crosses FM 455. From this angle point, Link S proceeds in an easterly direction for approximately 6,300 feet to an angle point. This segment of Link S crosses FM 455 and CR 172. From this angle point, Link S proceeds in a south/southeasterly direction for approximately 900 feet to an angle point. From this angle point, Link S proceeds in an easterly direction for approximately 4,800 feet to the intersection of Links R3, S, and U. This segment of Link S crosses Honey Creek. Link T1 From the intersection of Links 02, Q1, and T1, Link T1 proceeds in an easterly direction for approximately 1,200 feet to an angle point. From this angle point, Link T1 proceeds in an east/southeasterly direction for approximately 2,300 feet to an angle point. This segment of Link T1 crosses Collin County/Denton County line. From this angle point, Link T1 proceeds in an easterly direction for approximately 8,700 feet to an angle point. This segment of Link Ti crosses CR 54. From this angle point, Link T1 proceeds in a southerly direction for approximately 1,200 feet to an angle point. From this angle point, Link T1 proceeds in a south/southeasterly direction for approximately 1,400 feet to an angle point. From this angle point, Link T1 proceeds in a southerly direction parallel to and east of CR 52 for approximately 3,600 feet to an angle point. This segment of Link T1 crosses FM 428. From this angle point, Link T1 proceeds in an easterly direction for approximately 1,000 feet to the intersection of Links T1, T2, and T4. 25 Link T2 From the intersection of Links T1, T2, and T4, Link T2 proceeds in an easterly direction for approximately 3,700 feet to an angle point. This segment of Link T2 crosses an existing natural gas pipeline, Doe Branch, and CR 53. From this angle point, Link T2 proceeds in a north/northeasterly direction parallel to and west/northwest of BNSF Railroad for approximately 1,500 feet to an angle point. From this angle point, Link T2 proceeds in an easterly direction for approximately 9,400 feet to an angle point. This segment of Link T2 crosses BNSF Railroad, SH 289, and CR 87. From this angle point, Link T2 proceeds in an east/southeasterly direction for approximately 1,300 feet to an angle point. From this angle point, Link T2 proceeds in an easterly direction for approximately 7,800 feet to an angle point. This segment of Link T2 crosses Wilson Creek, an existing Oncor 138 kV transmission line, and FM 2478. From this angle point, Link T2 proceeds in a southerly direction parallel to and east of FM 2478 for approximately 2,600 feet to an angle point. From this angle point, Link T2 proceeds in an easterly direction parallel to and north of CR 125 for approximately 15,900 feet to the intersection of Links T2, T3, and T5. This segment of Link T2 crosses Stover Creek, CR 126, and CR 125. Link T3 From the intersection of Links T2, T3, and T5, Link T3 proceeds in a northeasterly direction parallel to and northwest of an existing Oncor 345 kV transmission line for approximately 12,700 feet to the intersection of Links T3, U, and V. This segment of Link T3 crosses CR 125, Honey Creek, FM 543, and CR 205. Link T4 From the intersection of Links 04, 05, and T4, Link T4 proceeds in an easterly direction for approximately 1,800 feet to an angle point. This segment of Link T4 crosses FM 1385. From this angle point, Link T4 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link T4 proceeds in an easterly direction for approximately 4,700 feet to an angle point. From this angle point, Link T4 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link T4 proceeds in an easterly direction parallel to and north of Carey Road for approximately 8,600 feet to an angle point. This segment of Link T4 crosses Smiley Road, Collin County/Denton County line and CR 6. From this angle point, Link T4 proceeds in a northerly direction parallel to and east of Collin County/Denton County line and CR 6 for approximately 2,200 feet to a slight angle point. From this slight angle point, Link T4 continues in a northerly direction parallel to and east of Collin County/Denton County line and CR 6 for approximately 1,100 feet to an angle point. This segment of Link T4 crosses CR 7. From this angle point, Link T4 proceeds in an easterly direction for approximately 1,900 feet to a slight angle point. From this slight angle point, Link T4 continues in an easterly direction parallel to and north of CR 7 for approximately 1,100 feet to a slight angle point. From this slight angle point, Link T4 continues in an easterly direction for approximately 6,600 feet to an angle point. A portion of this segment of Link T4 is parallel to and north of CR 7. This segment of Link T4 crosses CR 50 and Dallas Parkway. From this angle point, Link T4 proceeds in a northerly direction parallel to and west of an existing natural gas pipeline for approximately 4,300 feet to the intersection of Links T1, T2, and U. This segment of Link T4 crosses CR 51. Link T5 From the intersection of Links 03, 04, and T5, Link T5 proceeds in an easterly direction for approximately 700 feet to an angle point. This segment of Link T5 crosses FM 1385. From this angle point, Link T5 proceeds in a southerly direction parallel to and east of FM 1385 for approximately 2,500 feet to an angle point. From this angle point, Link T5 proceeds in an easterly direction for approximately 3,500 feet to an angle point. From this angle point, Link T5 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. This segment of 26 Link T5 crosses Doe Branch. From this angle point, Link T5 proceeds in a south/southeasterly direction for approximately 1,800 feet to an angle point. From this angle point, Link T5 proceeds in a southerly direction for approximately 2,000 feet to an angle point. From this angle point, Link T5 proceeds in a south/southwesterly direction for approximately 1,000 feet to an angle point. This segment of Link T5 crosses Fishtrap Road. From this angle point, Link T5 proceeds in a southerly direction parallel to and east of Gee Road/FM 423 for approximately 4,800 feet to an angle point. This segment of Link T5 crosses US Hwy 380. From this angle point, Link T5 proceeds in an easterly direction for approximately 6,000 feet to an angle point. This segment of Link T5 crosses Hawkins Lane and Fields Road. From this angle point, Link T5 proceeds in an east/northeasterly direction for approximately 2,000 feet to an angle point. From this angle point, Link T5 proceeds in an easterly direction parallel to and south of US Hwy 380 for approximately 13,200 feet to a slight angle point. This segment of Link T5 crosses Collin County/Denton County line, CR 26, an existing natural gas pipeline, Dallas Parkway, and BNSF Railroad. From this slight angle point, Link T5 proceeds in an east/northeasterly direction for approximately 1,100 feet to a slight angle point. This segment of Link T5 crosses an existing natural gas pipeline. From this slight angle point, Link T5 proceeds in an easterly direction parallel to and south of US Hwy 380 for approximately 14,600 feet to an angle point. This segment of Link T5 crosses SH 289, Parvin Branch, an existing Oncor 138 kV transmission line, an existing Oncor 345 kV transmission line and CR 72. From this angle point, Link T5 proceeds in an east/southeasterly direction for approximately 1,000 feet to an angle point. From this angle point, Link T5 proceeds in a north/northeasterly direction for approximately 2,400 feet to an angle point. This segment of Link T5 crosses US Hwy 380. From this angle point, Link T5 proceeds in a northeasterly direction for approximately 500 feet to an angle point. From this angle point, Link T5 proceeds in a northerly direction for approximately 3,800 feet to an angle point. This segment of Link T5 crosses CR 79. From this angle point, Link T5 proceeds in an east/northeasterly direction parallel to and south/southeast of an existing Oncor 345 kV transmission line for approximately 6,800 feet to an angle point. This segment of Link T5 crosses Wilson Creek. From this angle point, Link T5 proceeds in an easterly direction parallel to and south of CR 123 for approximately 6,700 feet to an angle point. This segment of Link T5 crosses FM 2478 and CR 124. From this angle point, Link T5 proceeds in a northerly direction for approximately 3,900 feet to an angle point. This segment of Link T5 crosses CR 123. From this angle point, Link T5 proceeds in a north/northeasterly direction for approximately 1,000 feet to an angle point. From this angle point, Link T5 proceeds in a northerly direction for approximately 1,200 feet to an angle point. This segment of Link T5-crosses FM 1461 and an existing Oncor 345 kV transmission line. From this angle point, Link T5 proceeds in a northeasterly direction parallel to and northeast of an existing Oncor 345 kV transmission line for approximately 14,700 feet to the intersection of Links T2, T3, and T5. This segment of Link T5 crosses Stover Creek and CR 168. Link U From the intersection of Links R3, S, and U, Link U proceeds in a southerly direction for approximately 4,200 feet to an angle point. This segment of Link U crosses CR 171, From this angle point, Link U proceeds in an easterly direction for approximately 1,300 feet to a slight angle point. From this slight angle point, Link U continues in an easterly direction for approximately 2,700 feet to an angle point. From this angle point, Link U proceeds in a southerly direction for approximately 900 feet to an angle point. From this angle point, Link U proceeds in an easterly direction for approximately 2,900 feet to an angle point. A portion of this segment of Link U is parallel to and north of CR 206. This segment of Link U crosses FM 543. From this angle point, Link U proceeds in a southerly direction for approximately 1,800 feet to an angle point. This segment of Link U crosses CR 206. From this angle point, Link U proceeds in an easterly direction for approximately 2,700 feet to the intersection of Links T3, U, and V. Link V From the intersection of Links T3, U, and V, Link V proceeds in a northeasterly direction parallel to and northwest of an existing Oncor 345 kV transmission line for approximately 1,300 feet to an 27 angle point. From this angle point, Link V proceeds in an easterly direction parallel to and north of an existing Oncor 345 kV transmission line for approximately 1,100 feet to an angle point. From this angle point, Link V proceeds in a northerly direction for approximately 200 feet to the intersection of Links V, V0, and X5. Link VO From the intersection of Links V, V0, and X5, Link VO proceeds in an easterly direction for approximately 600 feet to the existing Anna Switching Station which is located approximately 700 feet south of CR 206, 4,600 feet north of CR 205, and 6,900 feet east of FM 543 in Collin County. Link W1 From the intersection of Links E62, F7, M and W1, Link W1 proceeds in an easterly direction parallel to and north of Hogcreek Road for approximately 2,400 feet to an angle point. From this angle point, Link W1 proceeds in an east/southeasterly direction for approximately 1,200 feet to an angle point. This segment of Link W1 crosses Hogcreek Road and Ethel Cemetery Road. From this angle point, Link W1 proceeds in an easterly direction for approximately 2,800 feet to an angle point. This segment of Link WI crosses FM 902. From this angle point, Link W1 proceeds in an east/northeasterly direction for approximately 1,900 feet to an angle point. This segment of Link W1 crosses Burgin Road. From this angle point, Link W1 proceeds in an easterly direction for approximately 3,000 feet to an angle point. This segment of Link WI crosses Minnis Road. From this angle point, Link WI proceeds in a south/southeasterly direction for approximately 1,000 feet to an angle point. From this angle point, Link W1 proceeds in an easterly direction for approximately 3,300 feet to a slight angle point. This segment of Link W1 crosses Case Creek and Range Creek Road. From this slight angle point, Link W1 continues in an easterly direction parallel to and south of Range Creek Road for approximately 4,100 feet to an angle point. From this angle point, Link W1 proceeds in an east/southeasterly direction for approximately 2,300 feet to an angle point. This segment of Link W1 crosses Range Creek. From this angle point, Link W1 proceeds in an easterly direction for approximately 6,800 feet to the intersection of Links W1, W2, and W72. This segment of Link WI crosses Range Creek Road and Little Elm Creek. Link W2 From the intersection of Links W1, W2, and W72, Link W2 proceeds in a southerly direction for approximately 5,800 feet to an angle point. This segment of Link W2 crosses Little Elm Creek. From this angle point, Link W2 proceeds in a south/southeasterly direction for approximately 5,300 feet to the intersection of Links W2, W3, and X21. This segment of Link W2 crosses FM 902. Link W3 From the intersection of Links W21, W3, and X21, Link W3 proceeds in a southerly direction for approximately 20,400 feet to an angle point. This segment of Link W3 crosses Buck Creek, Bounds Ranch Road, and FM 121. From this angle point, Link W3 proceeds in a south/southeasterly direction for approximately 3,300 feet to an angle point. This segment of Link W3 crosses Little Elm Creek and Little Elm Creek Road. From this angle point, Link W3 proceeds in a southerly direction for approximately 2,200 feet to an angle point. From this angle point, Link W3 proceeds in an easterly direction for approximately 3,600 feet to an angle point. This segment of Link W3 crosses an existing natural gas pipeline. From this angle point, Link W3 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. This segment of Link W3 crosses BNSF Railroad and SH 289. From this angle point, Link W3 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. This segment of Link W3 crosses Sharp Road. From this angle point, Link W3 proceeds in an easterly direction for approximately 4,400 feet to an angle point. This segment of Link W3 crosses Block Road. From 28 this angle point, Link W3 proceeds in a southerly direction parallel to and east of Block Road for approximately 10,300 feet to the intersection of Links R1, R21, and W3. This segment of Link W3 crosses Burke Road. Link W4 From the intersection of Links E3, F2, and W4, Link W4 proceeds in an easterly direction for approximately 1,900 feet to an angle point. From this angle point, Link W4 proceeds in a northerly direction for approximately 1,800 feet to an angle point. This segment of Link W4 crosses FM 678 and an existing Brazos EPC 138 kV transmission line. From this angle point, Link W4 proceeds in an easterly direction for approximately 1,400 feet to an angle point. From this angle point, Link W4 proceeds in an east/southeasterly direction for approximately 900 feet to an angle point. This segment of Link W4 crosses an existing Brazos EPC 138 kV transmission line. From this angle point, Link W4 proceeds in an east/northeasterly direction parallel to and south/southeast of an existing Brazos EPC 138 kV transmission line for approximately 4,000 feet to an angle point. This segment of Link W4 crosses Indian Creek. From this angle point, Link W4 proceeds in a northerly direction for approximately 2,200 feet to a slight angle point. This segment of Link W4 crosses an existing Brazos EPC 138 kV transmission line. From this slight angle point, Link W4 continues in a northerly direction for approximately 1,400 feet to a slight angle point. This segment of Link W4 crosses an existing Oncor 69 kV transmission line. From this slight angle point, Link W4 continues in a northerly direction parallel to and west of CR 178 for approximately 1,400 feet to an angle point. This segment of Link W4 crosses CR 178. From this angle point, Link W4 proceeds in an easterly direction parallel to and north of CR 178 for approximately 2,000 feet to an angle point. From this angle point, Link W4 continues in an east/northeasterly direction for approximately 1,800 feet to an angle point. This segment of Link W4 crosses Buck Creek. From this angle point, Link W4 proceeds in an easterly direction for approximately 1,500 feet to an angle point. From this angle point, Link W4 proceeds in a northerly direction parallel to and west of FM 678 for approximately 900 feet to an angle point. From this angle point, Link W4 proceeds in an east/northeasterly direction for approximately 2,600 feet to an angle point. This segment of Link W4 crosses FM 678. From this angle point, Link W4 proceeds in an easterly direction for approximately 6,600 feet to an angle point. This segment of Link W4 crosses Timber Creek. From this angle point, Link W4 proceeds in an east/northeasterly direction parallel to and north/northwest of an existing Brazos EPC 138 kV transmission line for approximately 2,200 feet to an angle point. This segment of Link W4 crosses an existing Oncor 138 kV transmission line and CR 107. From this angle point, Link W4 proceeds in a south/southeasterly direction for approximately 1,200 feet to an angle point, This segment of Link W4 crosses an existing Brazos EPC 138 kV transmission line and an existing Oncor 138 kV transmission line. From this angle point, Link W4 proceeds in an east/southeasterly direction parallel to and south/southwest of an existing Oncor 138 kV transmission line for approximately 1,400 feet to the intersection of Links A92, A93 and W4. Link W5 From the intersection of Links A93, W5, and W6, Link W5 proceeds in an east/southeasterly direction parallel to and south/southwest of an existing Oncor 138 kV transmission line for approximately 3,900 feet to an angle point. This segment of Link W5 crosses CR 155. From this angle point, Link W5 proceeds in a southerly direction for approximately 6,900 feet to an angle point. From this angle point, Link W5 proceeds in a south/southwesterly direction for approximately 1,200 feet to an angle point. From this angle point, Link W5 proceeds in a southerly direction for approximately 4,000 feet to an angle point. This segment of Link W5 crosses CR 298. From this angle point, Link W5 proceeds in a south/southeasterly direction for approximately 2,100 feet to the intersection of Links E5, E61 and W5. 29 Link W6 From the intersection of Links A93, W5, and W6, Link W6 proceeds in an east/northeasterly direction parallel to and south/southeast of an existing Oncor 69 kV transmission line for approximately 7,000 feet to an angle point. This segment of Link W6 crosses CR 155, Prun Road, and Cooke County/Grayson County line. From this angle point, Link W6 proceeds in an easterly direction for approximately 1,200 feet to an angle point. From this angle point, Link W6 proceeds in an east/northeasterly direction for approximately 1,100 feet to a slight angle point. This segment of Link W6 crosses an existing Oncor 69 kV transmission line. From this slight angle point, Link W6 continues in an east/northeasterly direction parallel to and north/northwest of an existing Oncor 69 kV transmission line for approximately 5,600 feet to an angle point. This segment of Link W6 crosses an existing Brazos EPC 138 kV transmission line. From this angle point, Link W6 proceeds in a southeasterly direction parallel to and northeast of an existing Brazos EPC 138 kV transmission line for approximately 2,100 feet to an angle point. This segment of Link W6 crosses an existing Oncor 69 kV transmission line, US Hwy 377 Business Route, and UP Railroad. From this angle point, Link W6 proceeds in a south/southeasterly direction parallel to and east/northeast of an existing Brazos EPC 138 kV transmission line for approximately 4,600 feet to an angle point. From this angle point, Link W6 proceeds in an easterly direction for approximately 4,300 feet to an angle point. A portion of this segment of Link W6 is parallel to and north of Gunter Road. This segment of Link W6 crosses US Hwy 377, Old Town Road, and South Road. From this angle point, Link W6 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link W6 proceeds in an easterly direction parallel to and north of an existing Oncor 138 kV transmission line for approximately 2,500 feet to a slight angle point. From this slight angle point, Link W6 continues in an easterly direction parallel to and north of an existing Oncor 138 kV transmission line for approximately 1,900 feet to an angle point. This segment of Link W6 crosses Gunter Road. From this angle point, Link W6 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. This segment of Link W6 crosses an existing Oncor 138 kV transmission line. From this angle point, Link W6 proceeds in an easterly direction parallel to and south of an existing Oncor 138 kV transmission line for approximately 11,200 feet to an angle point. This segment of Link W6 crosses FM 901. From this angle point, Link W6 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. This segment of Link W6 crosses Old Sandborn Ranch Road and an existing Oncor 138 kV transmission line. From this angle point, Link W6 proceeds in an easterly direction parallel to and north of an existing Oncor 138 kV transmission line for approximately 13,200 feet to the intersection of Links W6, W71 and X11. This segment of Link W6 crosses Mustang Creek, O'Hanlon Road, and Collins Road. Link W71 (131-directional link From the intersection of Links W6, W71 and X11, Link W71 proceeds in a southerly direction for approximately 9,300 feet to the intersection of Links E7, W71, and W72. A portion of this segment of Link W71 is parallel to and east of Collins Road. This segment of Link W71 crosses an existing Oncor 138 kV transmission line and Swindle Road. Link W71 (Bi-directional link) From the intersection of Links E7, W71, and W72, Link W71 proceeds in a northerly direction for approximately 9,300 feet to the intersection of Links W6, W71 and X11. A portion of this segment of Link W71 is parallel to and east of Collins Road. This segment of Link W71 crosses Swindle Road and an existing Oncor 138 kV transmission line. Link W72 From the intersection of Links E7, W71, and W72, Link W72 proceeds in an easterly direction for approximately 2,200 feet to an angle point. From this angle point, Link W72 proceeds in an 30 east/northeasterly direction for approximately 1,200 feet to an angle point. This segment of Link W72 crosses Southmayd Road. From this angle point, Link W72 proceeds in an easterly direction for approximately 1,000 feet to an angle point. From this angle point, Link W72 proceeds in a southerly direction for approximately 3,100 feet to an angle point. This segment of Link W72 crosses Jelley Road. From this angle point, Link W72 proceeds in a south/southwesterly direction for approximately 1,000 feet to an angle point. From this angle point, Link W72 proceeds in a southerly direction parallel to and east of Prescott Road for approximately 3,800 feet to an angle point. From this angle point, Link W72 proceeds in a south/southeasterly direction for approximately 1,300 feet to an angle point. This segment of Link W72 crosses Watson Road. From this angle point, Link W72 proceeds in a southerly direction for approximately 12,700 feet to the intersection of Links WI, W2, and W72. A portion of this segment of Link W72 is parallel to and east of Prescott Road. This segment of Link W72 crosses Martinek Road and Range Creek. Link X11 From the intersection of Links W6, W71 and X11, Link X11. proceeds in an easterly direction parallel to and north of an existing Oncor 138 kV transmission line for approximately 2,300 feet to an angle point. From this angle point, Link X11 proceeds in a southeasterly direction for approximately 1,100 feet to an angle point. This segment of Link X11 crosses an existing Oncor 138 kV transmission line. From this angle point, Link X11 proceeds in an easterly direction for approximately 2,300 feet to an angle point. This segment of Link X11 crosses Southmayd Road. From this angle point, Link X11 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. This segment of Link X11 crosses an existing Oncor 138 kV transmission line. From this angle point, Link X11 proceeds in an easterly direction parallel to and north of an existing Oncor 138 kV transmission line for approximately 16,600 feet to a slight angle point. This segment of Link X11 crosses Dagnan Road, Deaver Creek, and an existing natural gas pipeline. From this slight angle point, Link X11 continues in an easterly direction parallel to and north of an existing Oncor 138 kV transmission line for approximately 13,600 feet to an angle point. This segment of Link X11 crosses Deaver Creek, SH 289, and Riddels Road. From this angle point, Link X11 proceeds in a southerly direction parallel to and west of Friendship Road for approximately 3,100 feet to an angle point. This segment of Link X11 crosses an existing Oncor 138 kV transmission line and Pleasant Home Road. From this angle point, Link X11 proceeds in an east/southeasterly direction for approximately 2,300 feet to an angle point. This segment of Link X11 crosses Friendship Road. From this angle point, Link X11 proceeds in a south/southeasterly direction for approximately 14,000 feet to the intersection of Links R41, X11, and X12. A portion of this segment of Link X11 is parallel to and east/northeast of Bradley Road. This segment of Link X11 crosses OB Groner Road, Dorchester Road, Choctaw Creek, BNSF Railroad, an existing natural gas pipeline, and an existing Oncor 138 kV transmission line. Link X12 From the intersection of Links R41, X11, and X12, Link X12 proceeds in a south/southeasterly direction for approximately 2,300 feet to a slight angle point. This segment of Link X12 crosses South Branch Choctaw Creek and Farmington Road. From this slight angle point, Link X12 continues in a south/southeasterly direction for approximately 1,800 feet to an angle point. From this angle point, Link X12 proceeds in a southerly direction parallel to and west of an existing Oncor 138 kV transmission line for approximately 17,500 feet to the intersection of Links X12, X22, and X3. This segment of Link X12 crosses Shepherd Drive, FM 902, and Century Lane. Link X21 From the intersection of Links W2, W3, and X21, Link X21 proceeds in an easterly direction for approximately 10,200 feet to a slight angle point. This segment of Link X21 crosses Buck Creek, an existing natural gas pipeline, and Fallon Road. From this slight angle point, Link X21 31 continues in an easterly direction for approximately 4,300 feet to a slight angle point. From this slight angle point, Link X21 continues in an easterly direction for approximately 4,700 feet to an angle point. This segment of Link X21 crosses SH 289. From this angle point, Link X21 proceeds in a north/northeasterly direction parallel to and west/northwest of BNSF Railroad for approximately 4,400 feet to an angle point. This segment of Link X21 crosses the East Fork Trinity River. From this angle point, Link X21 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. This segment of Link X21 crosses BNSF Railroad and Old Preston Road. From this angle point, Link X21 proceeds in an easterly direction parallel to and south of Old Preston Road / Mackey Road for approximately 2,800 feet to an angle point. From this angle point, Link X21 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. This segment of Link X21 crosses Mackey Road and John Fields Lane. From this angle point, Link X21 proceeds in an easterly direction for approximately 2,400 feet to an angle point. From this angle point, Link X21 proceeds in a southeasterly direction for approximately 3,100 feet to the intersection of Links R41, R42, X21, and X22. This segment of Link X21 crosses an existing natural gas pipeline and an existing Oncor 138 kV transmission line. Link X22 From the intersection of Links R41, R42, X21, and X22, Link X22 proceeds in an easterly direction for approximately 7,900 feet to the intersection of Links X12, X22, and X3. A portion of this segment of Link X22 is parallel to and north of McBee Road. This segment of Link X22 crosses Bradshaw Road, Squirrel Creek, and Farmington Road. Link X3 From the intersection of Links X12, X22, and X3, Link X3 proceeds in a southerly direction parallel to and west of an existing Oncor 138 kV transmission line for approximately 6,800 feet to an angle point. This segment of Link X3 crosses Matthews Road and Orchard Drive. From this angle point, Link X3 proceeds in a southwesterly direction for approximately 1,200 feet to an angle point. This segment of Link X3 crosses Farmington Road. From this angle point, Link X3 proceeds in a southerly direction parallel to and west of Farmington Road for approximately 3,500 feet to an angle point. From this angle point, Link X3 proceeds in an east/ southeasterly direction for approximately 1,200 feet to an angle point. This segment of Link X3 crosses Farmington Road and an existing Oncor 138 kV transmission line. From this angle point, Link X3 proceeds in a southerly direction parallel to and east of an existing Oncor 138 kV transmission line for approximately 7,700 feet to an angle point. This segment of Link X3 crosses West Farmington Road and Bellweather Drive. From this angle point, Link X3 proceeds in a westerly direction for approximately 2,800 feet to an angle point. A portion of this segment of Link X3 is parallel to and south of Austin Road. This segment of Link X3 crosses an existing Oncor 138 kV transmission line and Farmington Road. From this angle point, Link X3 proceeds in a southerly direction for approximately 14,700 feet to an angle point. This segment of Link X3 crosses FM 121. From this angle point, Link X3 proceeds in an easterly direction for approximately 2,300 feet to an angle point. This segment of Link X3 crosses Durning Road. From this angle point, Link X3 proceeds in a southerly direction parallel to and west of an existing Oncor 138 kV transmission line for approximately 5,700 feet to an angle point. This segment of Link X3 crosses an existing natural gas pipeline and Collin County/Grayson County line. From this angle point, Link X3 proceeds in a south/southeasterly direction parallel to and west/southwest of an existing Oncor 138 kV transmission line for approximately 4,000 feet to an angle point. This segment of Link X3 crosses CR 218 and CR 826. From this angle point, Link X3 proceeds in a south/southwesterly direction for approximately 1,200 feet to an angle point. From this angle point, Link X3 proceeds in a southerly direction for approximately 2,000 feet to an angle point. This segment of Link X3 crosses CR 177. From this angle point, Link X3 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link X3 proceeds in a south/southeasterly direction parallel to and west/southwest of an existing Oncor 138 kV transmission line for approximately 2,400 feet to the intersection of Links X3, X4, and X5. 32 Link X4 From the intersection of Links R22, R3, and X4, Link X4 proceeds in an easterly direction for approximately 5,000 feet to an angle point. This segment of Link X4 crosses CR 175. From this angle point, Link X4 proceeds in an east/northeasterly direction for approximately 2,400 feet to an angle point. From this angle point, Link X4 proceeds in an easterly direction for approximately 6,300 feet to the intersection of Links X3, X4, and X5. This segment of Link X4 crosses CR 217 and the East Fork Trinity River. Link X5 From the intersection of Links X3, X4, and X5, Link X5 proceeds in a south/southeasterly direction parallel to and west/southwest of an existing Oncor 138 kV transmission line for approximately 15,000 feet to an angle point. This segment of Link X5 crosses an existing natural gas pipeline, the East Fork Trinity River, FM 455, and CR 210. From this angle point, Link X5 proceeds in a southerly direction for approximately 2,500 feet to an angle point. From this angle point, Link X5 proceeds in a westerly direction for approximately 2,500 feet to an angle point. This segment of Link X5 crosses CR 209, From this angle point, Link X5 proceeds in a southerly direction for approximately 3,400 feet to an angle point. A portion of this segment of Link X5 is parallel to and west of CR 209. This segment of Link X5 crosses CR 206. From this angle point, Link X5 proceeds in an easterly direction for approximately 1,200 feet to the intersection of Links V, V0, and X5. Link Y (131-directional link From the intersection of Links H101, H1021, and Y, Link Y proceeds in a northerly direction for approximately 1,800 feet to an angle point. This segment of Link Y crosses FM 3163. From this angle point, Link Y proceeds in a north/northwesterly direction for approximately 1,000 feet to an angle point. From this angle point, Link Y proceeds in a northerly direction parallel to and east of an existing Brazos EPC 138 kV transmission line for approximately 5,500 feet to the intersection of Links G21, G22, and Y. This segment of Link Y crosses Moores Branch, BNSF Railroad, and FM 156. Link Y (Bi-directional link From the intersection of Links G21, G22, and Y, Link Y proceeds in a southerly direction parallel to and east of an existing Brazos EPC 138 kV transmission line for approximately 5,500 feet to an angle point. This segment of Link Y crosses FM 156, BNSF Railroad, and Moores Branch. From this angle point, Link Y proceeds in a south/southeasterly direction for approximately 1,000 feet to an angle point. From this angle point, Link Y proceeds in a southerly direction for approximately 1,800 feet to the intersection of Links H101, H1021, and Y. This segment of Link Y crosses FM 3163. Link Zi From the intersection of Links H1021, H1022, and Z1, Link Z1 proceeds in an easterly direction parallel to and north of an existing TMPA 138 kV transmission line for approximately 2,300 feet to a slight angle point. This segment of Link Z1 crosses an existing natural gas pipeline. From this slight angle point, Link Zi continues in an easterly direction parallel to and north of an existing TMPA 138 kV transmission line for approximately 2,600 feet to an angle point. From this angle point, Link Z1 proceeds in an east/southeasterly direction parallel to and north/northeast of an existing TMPA 138 kV transmission line for approximately 2,300 feet to an angle point. This segment of Link Z1 crosses FM 428. From this angle point, Link Z1 proceeds in a south/southeasterly direction parallel to and east/northeast of an existing TMPA 138 kV transmission line for approximately 900 feet to a slight angle point. This segment of Link Z1 33 crosses Hartlee Field Road. From this slight angle point, Link Z1 continues in a south/southeasterly direction parallel to and east/northeast of an existing TMPA 138 kV transmission line for approximately 3,200 feet to an angle point. From this angle point, Link Z1 proceeds in a west/southwesterly direction for approximately 800 feet to an angle point. This segment of Link Z1 crosses an existing TMPA 138 kV transmission line. From this angle point, Link Z1 proceeds in a southerly direction for approximately 800 feet to an angle point. From this angle point, Link Z1 proceeds in a southeasterly direction parallel to and northeast of North Loop 288 for approximately 700 feet to an angle point. This segment of Link Zi crosses Kings Row. From this angle point, Link Z1 proceeds in an easterly direction for approximately 1,600 feet to an angle point. This segment of Link Z1 crosses an existing TMPA 138 kV transmission line. From this angle point, Link Z1 proceeds in a south/southeasterly direction parallel to and east/northeast of an existing TMPA 138 kV transmission line for approximately 8,000 feet to an angle point. This segment of Link Z1 crosses Cooper Creek Road, Mingo Road, Union Pacific Railroad, US Hwy 377/380, an existing natural gas pipeline, and Geesling Road. From this angle point, Link Z1 proceeds in an easterly direction for approximately 900 feet to an angle point. From this angle point, Link Z1 proceeds in a northeasterly direction along the centerline of an existing Oncor 138 kV transmission line for approximately 3,800 feet to the intersection of Links Z1, Z5, and Z7. This segment of Link Z1 crosses Timber Branch, Lakeview Blvd, and US Hwy 377/380. Link Z2 From the intersection of Links H1022, H1023, and Z2, Link Z2 proceeds in an easterly direction for approximately 7,500 feet to an angle point. This segment of Link Z2 crosses FM 428. From this angle point, Link Z2 proceeds in an east/northeasterly direction for approximately 2,300 feet to an angle point. This segment of Link Z2 crosses an existing natural gas pipeline. From this angle point, Link Z2 proceeds in an easterly direction for approximately 2,700 feet to an angle point. From this angle point, Link Z2 proceeds in a southerly direction for approximately 3,100 feet to a slight angle point. From this slight angle point, Link Z2 continues in a southerly direction for approximately 1,100 feet to the intersection of Links Z2, Z3, and Z4. Link Z3 From the intersection of Links H1023, H1024, and Z3, Link Z3 proceeds in a southerly direction for approximately 2,600 feet to an angle point. From this angle point, Link Z3 proceeds in a southwesterly direction for approximately 2,200 feet to an angle point. This segment of Link Z3 crosses Clear Creek. From this angle point, Link Z3 proceeds in a south/southwesterly direction for approximately 2,200 feet to an angle point. From this angle point, Link Z3 proceeds in a west/southwesterly direction for approximately 1,900 feet to an angle point. This segment of Link Z3 crosses Hartlee Field Road. From this angle point, Link Z3 proceeds in a westerly direction parallel to and north of Hartlee Field Road for approximately 1,900 feet to the intersection of Links Z2, Z3, and Z4. Link Z4 From the intersection of Links Z2, Z3, and Z4, Link Z4 proceeds in a southerly direction for approximately 1,100 feet to a slight angle point. From this slight angle point, Link Z4 continues in a southerly direction for approximately 1,100 feet to a slight angle point. From this slight angle point, Link Z4 continues in a southerly direction for approximately 1,500 feet to an angle point. From this angle point, Link Z4 proceeds in an easterly direction for approximately 1,100 feet to an angle point. From this angle point, Link Z4 proceeds in a southerly direction for approximately 2,300 feet to an angle point. From this angle point, Link Z4 proceeds in a south/southeasterly direction for approximately 1,700 feet to an angle point. This segment of Link Z4 crosses Mingo Road and Union Pacific Railroad. From this angle point, Link Z4 proceeds in a southerly direction for approximately 800 feet to the intersection of Links Z4, Z5, and Z6. 34 Link Z5 From the intersection of Links Z4, Z5, and Z6, Link Z5 proceeds in a southerly direction for approximately 1,300 feet to an angle point. This segment of Link Z5 crosses Timber Branch and Fishtrap Road. From this angle point, Link Z5 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. This segment of Link Z5 crosses Timber Branch. From this angle point, Link Z5 proceeds in an east/northeasterly direction parallel to and north/northwest of US Hwy 377/380 for approximately 1,100 feet to the intersection of Links Z1, Z5, and V. Link Z6 From the intersection of Links Z4, Z5, and Z6, Link Z6 proceeds in an easterly direction for approximately 1,000 feet to a slight angle point. From this slight angle point, Link Z6 continues in an easterly direction for approximately 1,000 feet to an angle point. This segment of Link Z6 crosses Collins Road. From this angle point, Link Z6 proceeds in an east/southeasterly direction for approximately 700 feet to an angle point. From this angle point, Link Z6 proceeds in an easterly direction for approximately 1,000 feet to the intersection of Links Z6, Z7, and Z8. This segment of Link Z6 crosses Countryside Drive. Link Z7 From the intersection of Links Z1, Z5, and Z7, Link Z7 proceeds in a northeasterly direction along the centerline of an existing Oncor 138 kV transmission line for approximately 2,200 feet to the intersection of Links Z6, Z7, and Z8. This segment of Link Z7 crosses Fishtrap Road and Countryside Drive, Link Z8 From the intersection of Links Z6, Z7, and Z8, Link-Z8 proceeds in a northeasterly direction along the centerline of an existing Oncor 138 kV transmission line for approximately 2,200 feet to an angle point. This segment of Link Z8 crosses North Trinity Road. From this angle point, Link Z8 proceeds in an east/northeasterly direction along the centerline of an existing Oncor 138 W transmission line for approximately 12,400 feet to the intersection of Links 03, Z8, and Z9, This segment of Link Z8 crosses the Greenbelt Corridor, Elm Fork Trinity River and Rock Hill Road. Link Z9 From the intersection of Links 03, Z8, and Z9, Link Z9 proceeds in a northeasterly direction along the centerline of an existing Oncor 138 kV transmission line for approximately 1,100 feet to an angle point. From this angle point, Link Z9 proceeds in a northerly direction for approximately 1,300 feet to an angle point. From this angle point, Link Z9 proceeds in a northwesterly direction for approximately 1,200 feet to an angle point. This segment of Link Z9 crosses Union Pacific Railroad and Rock Hill Road. From this angle point, Link Z9 proceeds in a northerly direction for approximately 2,400 feet to an angle point. This segment of Link Z9 crosses Rhoads Road. From this angle point, Link Z9 proceeds in a north/northeasterly direction for approximately 1,200 feet to an angle point. From this angle point, Link Z9 proceeds in a north/northwesterly direction for approximately 1,000 feet to an angle point. This segment of Link Z9 crosses Shady Oak Drive. From this angle point, Link Z9 proceeds in a north/northeasterly direction for approximately 1,400 feet to an angle point. From this angle point, Link Z9 proceeds in an easterly direction for approximately 800 feet to an angle point. From this angle point, Link Z9 proceeds in a northerly direction for approximately 1,300 feet to the intersection of Links H1512 and Z9. 35 LL z W z ° O o 5 ¢a ~ ~ o zW a z r~~ J Y Q ~ U LLl z Q ° Q Q v. W F- z. a w ° ° a z I° S- °z s > o Q :D -2 ~ m ~ ~ ~ z w ¢ ~ s c ~ ? 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Z W z Z Z ~ ~ Q w a z o U) LL ..I L z ¢ Q N N i1 w r d U) Ji Z Z ~ zo o W D d Z W N ❑ ly s m m m w U Z w ¢ z c z O O r 'r Y a n O a 7 ¢ ¢ x U IJ J y Z ~ ~ W m ~ j o o ° o w J U ~ Q o N Z ~ a w m~ Z a 0 m m O d J<7I Oz r I Z W W a Q Q k- U W U I ~ u I li ~ 0 o _ 5 ' N ~ m r W W o LL. w a ~ U zo ~ w Z ~U U~ o 0 o l Z z~ a? ~x zr xN w a_ LL r _ I ~I I d 6 I- IFFE s ~1 a oz ~~M1 I l AlNNO~N01N3 5 z r y T 1 h.. lio ~ Y- tt J AGENDA INFORMATION SHEET AGENDA DATE: September 14, 2010 DEPARTMENT: Finance ACM: Jon Fortune SUBJECT Receive a report, hold a discussion, and give staff direction on the FY 2010-11 Proposed Budget, Capital Improvement Program, and Five-Year Financial Forecast. BACKGROUND The FY 2010-11 City Manager's Proposed Budget was submitted to the City Council on July 30th. Staff provided the City Council with a comprehensive overview of the Proposed Budget at a Budget Work Session on August 5, 2010. We discussed the Proposed Budget again during our work sessions on August 10th, August 17th and September 7th. In addition, a public hearing on the Budget was also held on September 7th Proposed Budget Revisions Since the Proposed Budget was presented to the City Council at the end of July, a number of changes have been discussed. Below is a summary of the changes that we are planning to incorporate into the final version of the Budget that will be presented to the City Council for consideration on September 21st. In the General Fund, the expenditure budget for FY 2010-11 will remain the same as the amount recommended in the City Manager's Proposed Budget which is $90,016,715. Due to various changes, however, the General Fund revenue budget for FY 2010-11 will decrease from the proposed amount of $88,873,519 to $88,785,482 (excluding use of reserves). The below table indicates the changes that are being incorporated. City Manager's Proposed FY 2010-11 General Fund Revenue Budget $88,873,519 Increase Proposed Tax Rate from $0.6890 to Effective Rate of $0.68975 $46,726 Increase Over 65 Exemption from $30,000 to $35,000 ($115,135) Receive Reimbursement from DME for 75% of Urban Forester Cost ($19,628) Use of Reserves $1,231,233 Total Revised FY 2010-11 Proposed Revenue Budget $90,016,715 FY 2010-11 Proposed General Fund Expenditure Budget $90,016,715 Agenda Information Sheet September 14, 2010 Page 2 In the Technology Services Fund, staff recommends increasing the FY 2010-11 proposed budget by $250,000 from $6,556,317 to $6,806,317 to provide funding for a Disaster Recovery Datacenter. The City of Denton relies on numerous hardware and software systems for operations, billing, revenue collection, accounting and communications. A single data center in City Hall East provides these services. Any loss incurred at this facility (e.g. fire, flood, physical destruction) would significantly hamper or halt operations and financial transactions. A minimal investment in disk storage, networking equipment, and software would enable a second, redundant data center to be constricted at the Spencer Substation location and provide immediate recovery of a limited set of critical software systems (JD Edwards financials, Harris billing, Exchange email, etc). Total capital expense would be $250,000 drawn from Technology Services Fund reserves. In the Recreation Fund, staff recommends increasing the FY 2010-11 proposed budget by $82,042 from $1,541,457 to $1,623,499 for temporary seasonal staffing, the need for which is created by frozen positions in the General Fund. This additional staffing is required to maintain adequate customer service. The Recreation Fund balance will be used to pay for these additional costs in FY 2010-11, but it is unlikely that this level of funding will be available in subsequent years. In the Non-Airport Gas Well Fund, the FY 2010-11 City Manager's Proposed Budget included $1.6 million in funding for a new animal shelter ($1,000,000) and comprehensive plan and mobility plan updates ($600,000). Due to the uncertainty regarding the cost estimates for these projects, staff is now recommending that this funding be removed from the FY 2010-11 Proposed Budget. As a result, staff recommends decreasing the Non-Airport Gas Well Fund FY 2010-11 proposed budget by $1.6 million from $1,992,900 to $392,900. Once cost estimates are determined with more precision, the City Council will be briefed on the project details, and if appropriate, a budget amendment can be considered by the Council at that time to provide funding. In the Tree Mitigation Fund, the cost of service transfer related to the Urban Forester position has been eliminated since a portion of this transfer will now be made from the Electric Fund (DME). As such, the Tree Mitigation Fund proposed budget has been reduced by $78,514 from $128,514 to $50,000. The expenses associated with this transfer will be absorbed by DME and the General Fund into their existing proposed budgets. In the Capital Improvement Fund (CIP) budget, staff recommends increasing the FY 2010-11 proposed budget by $2,000,000 from $176,323,947 to $178,323,947 to provide additional debt issuance capacity for the Public Safety Training Facility. The full amount of debt associated with this facility was originally planned to be sold in FY 2012-13, but staff is now proposing to issue this debt in phases in order to hopefully preserve the grant funds that have been awarded for this project. The initial phase of this project is expected to consist of the constriction of a firing range at this facility consistent with the master plan. Once project details are finalized, staff will brief the City Council on the specifics of this proposal. Agenda Information Sheet September 14, 2010 Page 3 All of the above changes are reflected in the attached Budget Resource and Expenditure Summary (Exhibit 1). In summary, the total revised City of Denton Budget is recommended to increase by $653,528 to $594,428,699 compared to the City Manager's Proposed Budget of $593,775,171. Finally, I wanted to update you on our most recent sales tax collections. July collections total $1,534,609, which represents a 0.01% decline over the July 2009 collections of $1,534,691. Through July 2010, year-to-date collections are now $16,668,765, which is $332,516 (1.96%) below what was collected last fiscal year. Since sales tax collections continue to remain below the prior year, we remain cautious regarding the long term trend on sales tax collections. As such, we do not believe there is a reason to change our sales tax estimate included in the FY 2010-11 proposed budget at this time. The purpose of this agenda item is to provide the City Council with the above described information concerning the Proposed Budget and allow an additional opportunity for questions and dialogue. On September 21st, the revised budget and tax rate will be presented for adoption to the City Council. EXHIBITS Revised FY 2010-11 Proposed Budget Resources and Expenditure Summary Respectfully Submitted By: 4 5s~ Bryan Langley Director of Finance General Fund $ 85,835,283 $ 91,239,904 $ 88,108,337 $ 90,016,715 General Debt Service Fund 18,928,105 18,401,932 18,916,857 31,671,393 Electric Fund 131,650,583 151,152,370 136,386,464 147,469,327 Water Fund 36,365,372 46,096,185 40,893,134 38,952,688 Wastewater Fund 23,227,961 24,553,693 23,270,414 25,071,396 Solid Waste Fund 18,359,520 19,538,374 19,381,728 21,128,866 Airport Fund 1,602,989 2,897,072 3,112,457 3,769,658 Technology Services Fund 7,229,926 7,216,749 7,187,795 6,806,317 Materials Management Fund 8,964,328 6,978,929 6,524,266 7,318,474 Fleet Management Fund 7,135,038 10,478,650 7,692,639 10,122,835 Risk Retention Fund 2,910,959 2,837,706 2,797,706 2,890,724 Health Insurance Fund 15,818,453 18,377,480 18,929,260 17,958,217 Recreation Fund 1,263,663 1,425,702 1,403,065 1,623,499 Tourist & Convention Fund 1,402,388 1,382,665 1,268,641 1,314,246 Police Confiscation Fund 137,810 178,875 178,875 193,000 Traffic Safety Fund 180,271 181,000 338,450 385,000 Non-Airport Gas Well Fund 955,805 1,958,992 1,805,046 392,900 Parks Gas Well Fund - 1,450,992 1,574,446 365,800 Tree Mitigation Fund 50,879 100,000 50,000 52,500 Public Education Grant Fund 248,813 205,500 202,000 209,722 Miscellaneous Funds 367,677 40,175 177,200 1,141,324 TOTAL OPERATING RESOURCES $ 362,635,823 $ 406,692,945 $ 380,198,780 $ 408,854,601 Grant Program (L) 2,591,030 8,184,594 2,886,989 11,297,317 Capital Improvements Program 71,387,977 162,756,344 67,660,316 178,323,947 TOTAL RESOURCES $ 436,614,830 $ 577,633,883 $ 450,746,085 $ 598,475,865 General Fund $ 85,835,283 $ 91,239,904 $ 88,108,337 $ 90,016,715 General Debt Service Food 18,327,274 17,985,687 17,985,687 31,283,177 Electric Fund 126,572,768 147,128,591 136,386,464 144,397,734 Water Fund 36,365,372 46,096,185 40,893,134 38,952,688 Wastewater Fund 22,335,360 24,553,693 23,270,414 25,071,396 Solid Waste Fund 18,143,540 19,538,374 19,381,728 21,128,866 Airport Fund (1) 1,602,989 2,401,470 2,401,469 3,600,657 Technology Services Fund 7,229,926 7,216,749 7,144,419 6,806,317 Materials Management Fund 8,521,095 6,978,929 6,524,266 7,318,474 Fleet Management Fund 6,965,571 10,478,650 7,692,639 10,039,246 Risk Retention Fund 2,910,959 2,450,692 2,376,346 2,581,617 Health Insurance Fund 15,032,908 16,114,970 16,800,834 17,958,217 Recreation Fund 1,263,663 1,330,157 1,370,909 1,623,499 Tourist & Convention Fund 1,402,388 1,382,665 1,144,908 1,314,246 Police Confiscation Fund 87,550 161,000 161,000 193,000 Traffic Safety Fund 180,271 181,000 167,000 377,640 Non-Airport Gas Wells Fund - 1,958,992 1,805,046 392,900 Parks Gas Well Fund 1,350,000 1,350,000 350,000 Tree Mitigation Fund - 100,000 50,000 50,000 Public Education Grant Fund 209,801 118,222 182,546 209,722 Miscellaneous Funds 243,245 40,175 33,200 1,141,324 TOTAL OPERATING EXPENDITURES $ 353,229,963 $ 398,806,105 $ 375,230,346 $ 404,807,435 Grant Program (L) 2,591,030 8,184,594 2,886,989 11,297,317 Capital Improvements Program 71,387,977 162,756,344 67,660,316 178,323,947 TOTAL EXPENDITURES $ 427,208,970 $ 569,747,043 $ 445,777,651 $ 594,428,699 (1) The Airport Fund, formally known as the Airport Gas Well Fund, includes the budget for operations beginning in FY2010-11. (L) The Grant Program budget was restated in FY 2009-10 for comparability purposes to the FY 2010-11 proposed amount. AGENDA INFORMATION SHEET AGENDA DATE: September 14, 2010 DEPARTMENT: Economic Development CM: George C. Campbell SUBJECT Consider adoption of an ordinance of the City of Denton, Texas approving an amendment to an Economic Development Program Grant Agreement dated June 15, 2010 between the City of Denton and Allegiance Hillview, L.P., which was duly assigned, in part, to RED Rayzor Ranch, LLC; and providing an effective date. BACKGROUND On June 15, 2010, the City Council approved an Economic Development Program Grant Agreement with Allegiance Hillview, which replaced the previous agreement. The amendment before the City Council on September 14, 2010 amends the June agreement, assigning a portion of the incentive grant payments to RED Rayzor Ranch, LLC (RED Development). In July 2010, RED Development and Allegiance Hillview officially became partners in the Rayzor Ranch project. The amendment of this agreement provides the first $20 million of the Program Grant Payments to be payable to Allegiance Hillview, and the remainder of the Program Grant Payments to be payable to RED Rayzor Ranch. Under the terms of the June 2010 agreement, Allegiance has the right to assign their agreement to another party. This ordinance simply documents the assignment to RED Development and defines how the incentive will be allocated between Allegiance Hillview and RED Rayzor Ranch. FISCAL INFORMATION The Program Grant Agreement is based on performance. The development must generate the sales tax in order to receive the grant payments. The total amount that can be reimbursed ($62 million) has not changed from the original agreement in 2007. FXHIBMS, Ordinance Amended Agreement Respectfully submitted: Linda Ratliff, Director Economic Development Department -1- Ilcoda&departmentsl1ega1\our documentslordinances\lOVed-allegiance 380 amendment.docx ORDINANCE NO. AN ORDINANCE OF THE CITY OF DENTON, TEXAS APPROVING AN AMENDMENT TO AN ECONOMIC DEVELOPMENT PROGRAM GRANT AGREEMENT DATED JUNE 15, 2010 BETWEEN THE CITY OF DENTON AND ALLEGIANCE HILLVIEW, L.P.,WHICH WAS DULY ASSIGNED, IN PART, TO RED RAYZOR RANCH, LLC; AND PROVIDING AN EFFECTIVE DATE. THE COUNCIL OF THE CITY OF DENTON, TEXAS HERBY ORDAINS: SECTION 1. The City Manager, or his designee, is hereby authorized to execute an Amendment to Economic Development Program Grant Agreement (the "Amendment), in substantially the form of the Amendment which is attached hereto and made a part of this ordinance for all purposes. SECTION 2. The City Manager, or his designee, is authorized to exercise the City of Dentods rights and duties as set forth in the Amendment. SECTION 3. This ordinance shall become effective immediately upon its passage and approval. PASSED AND APPROVED this the day of 12010. MARK A. BURROUGHS, MAYOR ATTEST: JENNIFER WALTERS, CITY SECRETARY BY: APPROVED AS TO LEGAL FORM: ANITA BURGESS, CITY ATTORNEY BY: STATE OF TEXAS ) COUNTY OF DENTON ) FIRST AMENDMENT TO ECONOMIC DEVELOPMENT PROGRAM GRANT AGREEMENT WITH ALLEGIANCE HILLVIEW L.P. THIS FIRST AMENDMENT TO ECONOMIC DEVELOPMENT PROGRAM GRANT AGREEMENT WITH ALLEGIANCE HILLVIEW, L.P. (this "Amendment") made and entered into as of the day of September, 2010, but effective as of July 30, 2010, by and among ALLEGIANCE HILLVIEW, L.P., a New York limited partnership ("Grantee"), DB DENTON II LLC, a Delaware limited liability company ("Assignee'), and the CITY OF DENTON, TEXAS, a Texas municipal corporation (the "Ciff " is based upon the following: A. On June 15, 2010, Grantee and the City entered into a certain Economic Development Program Grant Agreement with Allegiance Hillview, L.P. (the "Agreement"). B. Pursuant to the terms of that certain Assignment and Assumption Agreement, dated as of July 30, 2010, between Grantee and Assignee, a fully executed copy of which is attached to and made a part of this Agreement as Exhibit .A (the "Assignment and Assumption Agreement"), Grantee assigned to Assignee, and Assignee accepted from Grantee, all of Grantee's right, title and interest in and to the following arising under the Agreement: (i) all obligations of Grantee with respect to Phase II (as defined in the Agreement) as set forth in the Agreement, including, but not limited to, those obligations set forth in Section 6 of the Agreement which are now the sole obligation of Assignee, (ii) the Program Grant for Phase II (as defined in the Agreement) and (iii) the rights of "Grantee" to payments of the Program Grant for Phase I (as defined in the Agreement) monthly installment payments pursuant to, in accordance with and subject to the terms of the last sentence of the first paragraph of Section 5.1 of the Agreement after Grantee has received Twenty Million and no/100ths Dollars ($20,000,000.00) in such payments, provided, that the Phase II monthly installment payments have been initiated (collectively, the "Phase 11 Rights and Obligations'). In connection therewith and as set forth in the Assignment and Assumption Agreement, Assignee agreed to (1) be bound by the terms and conditions of the Agreement as it relates to the Phase II Rights and Obligations, and (2) timely perform all of the Phase II Rights and Obligations pursuant to and in accordance with the terms, provisions and conditions of the Agreement. C. Pursuant to Section 17 of the Agreement, Grantee has the right to be fully and completely released from all of the Phase II Rights and Obligations as a result of such assignment and Assignee's agreement to (i) be bound by the terms and conditions of the Agreement as it relates to the Phase II Rights and Obligations and (ii) timely perform all of the Phase II Rights and Obligations pursuant to and in accordance with the terms, provisions and conditions of the Agreement. 1 D. Grantee and the City desire to amend the Agreement to effectuate the release of Grantee from the Phase II Rights and Obligations as set forth below. NOW, THEREFORE, for good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, Grantee, Assignee and the City agree as follows: 1. Grantee and Assignee represent and warrant to the City that the Assignment and Assumption Agreement has been fully executed and is in full force and effect. 2. Assignee hereby agrees to (i) be bound by the terms and conditions of the Agreement as it relates to the Phase It Rights and Obligations, and (ii) timely perform all of the Phase II Rights and Obligations pursuant to and in accordance with the terms, provisions and conditions of the Agreement. 3. Grantee is hereby fully and completely released from all of the Phase II Rights and Obligations; provided, however, that Grantee is not released from any obligations or liabilities of Grantee to the City under the Agreement for Phase I (as defined in the Agreement). Grantee is not released from any obligations or liabilities of Grantee to the City under the Agreement for Phase II based solely upon acts or events which occurred prior to the date of the Assignment and Assumption Agreement. 4. To the extent of any inconsistency between the terms and provisions of this Amendment and the Agreement, the terms and provisions of this Amendment will control. Except as amended by this Amendment, all of the terms, covenants and conditions of the Agreement are in full force and effect and the Agreement is hereby ratified and confirmed. 5. This Amendment will be binding upon and will inure to the benefit of the parties to this Amendment and their respective successors and permitted assigns. 6. This Amendment may be executed in one or more counterpart copies, all of which will constitute and be deemed an original, but all of which together will constitute one and the same instrument binding on Grantee, Assignee and the City. Delivery by facsimile or electronic mail of this Amendment or an executed counterpart hereof will be deemed a good and valid execution and delivery hereof. [REMAINDER OF PAGE INTENTIONALLY LEFT BLANK; SIGNATURES APPEAR ON NEXT PAGE.] 2 Grantee, Assignee and the City have executed this First Amendment to Economic Development Program Grant Agreement with Allegiance Hillview, L.P. on the day and year first above written. B y: GRANTEE: ALLEGIANCE HILLVIEW, L.P., a New York limited partnership TH GP LLC (d/b/a TH Denton GP LLC, in the State of Texas), a Delaware limited liability company Its: General Partnfr By: Nay Its: ACKNOWLEDGMENT } STATE OF COUNTY OF ~ This instrument was ACKNOWLEDGED before me on 's~ 3b 2010, by Aax ,GYG04kJq , the C .D, b of TH GP LLC (d/b/a TH Denton GP LLC, in the State of Texas), a Delaware limited liability company, the general P r of Allegiance Hillview, L.P., a New York limited partnership, on behalf of such limited part ~ip. Public [SEAL] My Corn issi Expires: Printed Name of Notary Public THOMAS SANTORA Notary Public, State of New York No. 01 SA6191079 - Gualitied in New York County Commission Expires Aug. 4, 2012 OAKLAND. 1866310.4 3 [SIGNATURE PAGE TO FIRST AMENDMENT TO ECONOMIC DEVELOPMENT PROGRAM GRANT AGREEMENT WITH ALLEGIANCE HILLVIEW, L.P.] ASSIGNEE: DB DENTON 11 LLC, a Delaware limited liability company By: DB Denton Holdings LLC, a Delaware limited liability company its: Sole Member By: RED Rayzor Ranch, LLC, a Delaware limited liability company Its: Managing Member By: Michael Ebert, its: Manager STATE OF L- ) ) § COUNTY OF ACKNOWLEDGMENT This instrument was ACKNOWLEDGED before me on , 2010, by Michael Ebert, the manager of RED Rayzor Ranch, LLC, a Delaware limited liability company, the managing member of DB Denton Holdings LLC, a Delaware limited liability company, the sole member of DB Denton II LLC, a Delaware limited liability company, on behalf of such limited liability company. RAMONA ZAPUSTAS Notary Public-State otArizona L Aftricapa County My COMMIS5iOn Expires February 03, 201.3 [SEAL] My Commission Expires: 'a) -n Notary Public Printed Name of Notary Public OAKLAND.1366310.4 4 [SIGNATURE PAGE TO FIRST AMENDMENT TO ECONOMIC DEVELOPMENT PROGRAM GRANT AGREEMENT WITH ALLEGIANCE HILLVIEW, L.P.] CITY: CITY OF DENTON, TEXAS George C. Campbell, City Manager ACKNOWLEDGMENT STATE OF TEXAS ) COUNTY OF DENTON ) This instrument was ACKNOWLEDGED before me on 2010, by George C. Campbell, City Manager of the City of Denton, Texas, on behalf of the City. of Denton, Texas. Notary Public Printed Name of Notary Public [SEAL] My Commission Expires: APPROVED AS TO LEGAL FORM: ANITA BURGESS, CITY ATTORNEY 7 BY: OAKLAND. 1866310A 5 EXHIBIT A Assignment and Assumption Agreement [See attached.] OAKLAND. 186631 0.4 ASSIGNMENT AND ASSUMPTION AGREEMENT THIS ASSIGNMENT AND ASSUMPTION AGREEMENT (this "Assignment"), is entered into as of July 9, 2010 by and between Allegiance Hillview, L.P., a New York limited partnership ("Assignor"), and DB Denton 11 LLC, a Delaware limited liability company ("Assignee"). Assignor and Assignee are referred to herein individually as a "Party" and collectively, as the "Parties". WHEREAS, Assignor has agreed to assign and transfer to Assignee all of Assignor's right, title and interest in and to the following arising under that certain Economic Development Program Grant Agreement with Allegiance Hillview, L.P., dated as of June 15, 2010 (the "380 Grant"), by and between Assignor and the City of Denton, Texas, a Texas municipal corporation (collectively, the "Phase II Rights and Obligation (a) all obligations of Assignor with respect to Phase 11 as defined and set forth in the 380 Grant, including, but not limited to, those obligations set forth in Section 6 of the 380 Grant, which shall be the sole obligation of Assignee, (b) the Program Grant for Phase II as defined and set forth in the 380 Grant and (c) the rights of "Grantee" to payments of the Program Grant for Phase I (as defined and set forth in the 380 Grant) monthly installment payments pursuant to, in accordance with and subject to the terms of the last sentence of the first paragraph of Section 5.1 of the 380 Grant after Assignor has received Twenty Million and no/100ths ($20,000,000.00) in such payments, provided, that the Phase II monthly installment payments have been initiated; and WHEREAS, Assignor desires to assign to Assignee, and Assignee desires to accept from Assignor and assume, all of the Phase II Rights and Obligations upon the terms and conditions set forth in this Assignment and the 380 Grant. NOW, THEREFORE, for valuable consideration, the receipt of which is hereby acknowledged, Assignor and Assignee hereby agree as follows: 1. Assignor hereby conveys, transfers and assigns to Assignee all of the right, title and interest of Assignor in and to the Phase II Rights and Obligations. 2. Assignee hereby accepts the assignment, transfer and conveyance of all the right, title and interest of Assignor in and to the Phase H Rights and Obligations, and Assignee assumes, undertakes and agrees to (a) be bound by the terms and conditions of the 380 Grant as it relates to the Phase II Rights and Obligations, and (b) timely perform all of the Phase II Rights and Obligations pursuant to and in accordance with the terms, provisions and conditions of the 380 Grant. 3. Assignor shall indemnify, defend, and hold Assignee harmless from and against any and all claims, judgments, liabilities, damages, injuries, losses, costs, and expenses whatsoever (including reasonable attorneys' fees and disbursements) which Assignee may incur, or which may be claimed against Assignee, by reason of (a) any breach or alleged breach of any of the Phase H Rights and Obligations occurring prior to the date hereof, and/or (b) any obligation owed by, or any liability incurred by, Assignor with respect to any of the Phase II Rights and Obligations accruing, or arising out of actions which occur, prior to the date hereof. Assignee shall indemnify, defend, and hold Assignor harmless from and against any and all claims, judgments, liabilities, damages, injuries, losses, costs, and expenses whatsoever (including reasonable attorneys' fees and disbursements) which Assignor may incur, or which may be claimed against Assignor, by reason of (i) any breach or alleged breach of any of the Phase H Rights and Obligations occurring from and after the date hereof, and/or (ii) any obligation owed by, or any liability incurred by, Assignee with respect to any of the Phase II Rights and Obligations accruing, or arising out of actions which occur, from and after the date hereof. OAKLAND. 1869952.7 4. Nothing in this Assignment, express or implied, is intended or will be construed to expand or defeat, impair or limit in any way the rights, obligations, claims or remedies of the Parties at law or in equity. 5. Nothing in this Assignment, express or implied, is intended or will be construed to confer upon, or give to, any person, other than Assignor and Assignee, any rights, remedies, obligations or liabilities. 6. This Assignment inures to the benefit of and is binding upon Assignor and Assignee and their respective successors and assigns. From and after the date of this Assignment, (a) Assignor agrees that Assignor will not modify or amend, nor take any action to modify or amend, the 380 Grant with respect to any of the Phase II Rights and Obligations and (b) Assignee agrees that Assignee will not modify or amend, nor take any action to modify or amend, the 380 Grant with respect to Phase I (as defined and set forth in the 380 Grant) or the Program Grant for Phase I (as defined and set forth in the 380 Grant). 7. Assignor and Assignee hereby agree to execute any additional documents or instruments as the other may reasonably request to carry out or give effect to this Assignment. In such regard, Assignor and Assignee acknowledge and agree that as soon as reasonably practicable after the date of this Assignment they will submit to the City of Denton, Texas (the "City") a signed original First Amendment to Economic Development Program Grant Agreement with Allegiance Hillview, L.P. in form and content attached to and made a part of this Assignment as Exhibit A (the "Amendment") in order to have Assignor released from all of the Phase II Rights and Obligations under the 380 Grant pursuant to the terms of Section 17 of the 380 Grant. Assignor and Assignee will each use their commercially reasonable efforts to have the City execute the Amendment as soon as reasonably practicable after the date of this Assignment. 8. This Assignment may be executed in one or more counterparts, each of which will be deemed to be an original, but all of which together shall constitute one and the same instrument. 9. A signature to this Assignment delivered by telecopy or other electronic means will be deemed valid and as effective as delivery in person. 10. This Assignment shall be governed by and construed in accordance with the laws of the State of Texas. [REMAINDER OF PAGE INTENTIONALLY LEFT BLANK; SIGNATURES APPEAR ON NEXT PAGE.] OAKLAND. 1868952.7 2 Each of the Parties has caused this Assignment and Assumption Agreement to be duly executed and delivered by its duly authorized representative as of the date first written above. ASSIGNOR: ALLEGIANCE HILLVIEW, L.P., a New York limited partnership By. TH GP LLC (d/b/a TH Denton GP LLC, in the State of Texas), a Delaware limited liability company Its: General Partner By: - Name: Its: OFERAi ING OFFICER OAKLAND. 1868952.7 [SIGNATURE PAGE TO ASSIGNMENT AND ASSUMPTION AGREEMENT BY AND BETWEEN ALLEGIANCE HILLVIEW, L.P. AND DB DENTON H LLC] ASSIGNEE: DB DENTON II LLC, a Delaware limited liability company By: DB Denton Holdings LLC, a Delaware limited liability company Its: Sole Member By: RED Rayzor Ranch, LLC, a Delaware limited liability company Its: Managing Member L~ By: Michael Ebert Its: Manager {WO 199362.DOC; } OAKLAND. 1868952.7 -2- AGENDA INFORMATION SHEET AGENDA DATE: September 14, 2010 DEPARTMENT: Utilities ACM: Howard Martin, 349-8232 *1--- SUBJECT Consider adoption of an ordinance of the City of Denton, Texas, authorizing the Mayor to execute an amendment to Interlocal Cooperation Agreement by and between the City of Denton, Texas ("City") and the Denton Independent School District ("DISD") amending that certain Interlocal Cooperation Agreement, dated on or about July 20, 2004, by and between the City and DISD, granting the right to utilize additional street right of way to DISD for the DISD fiber optic system; and providing an effective date. BACKGROUND In July 2004, The City of Denton and the Denton Independent School District entered into an Interlocal Cooperation Agreement to allow for the access to City right of way for the installation of a fiber optic network that was designed, installed, owned and maintained by DISD. The project allowed for the interconnection of the DISD schools, support and administrative facilities on a fiber optics system that provided for the integration of education materials and exchange of data. Presently, DISD desires to install fiber optic linkages in the distinct locations as follows: • One line crossing the right of way on Fulton Street, south of Crescent Street near Denton High School, • A line within the right of way of Bell Avenue running north to Windsor, east of Strickland Middle School • A line that begins at Evers Parkway and traversing west along Gardenview Street, proceeding north along Joyce Lane. This line continues outside of City right of way and again enters at Fallmeadow Street, south of Meadowedge, and proceeds to West Hercules Lane, traveling west to Nicosia Street, then continuing south to point just north of the intersection of Riney Road and continues on private property from that point. The constriction plans of all three of these locations were approved by City Staff in August 2010. All of the proposed fiber work will be constricted underground. This will require several bore pits within the areas in question, and DISD will be responsible for returning the constriction sites back to pre-constriction conditions. OPTIONS 1. Recommend that CC approve the ordinance. 2. Recommend that CC not approve the ordinance. 3. Table for future consideration RECOMMENDATION Recommend approval of the ordinance. ESTIMATED SCHEDULE September 2010 PRIOR ACTION/REVIEW (Council, Boards, Commissions) Development Review Committee Approval-August 2010 FISCAL INFORMATION No proposed change to current payment schedule, as the total length of additional fiber cable installations is negligible in comparison to initial system install. BID INFORMATION Not applicable EXHIBITS 1. Ordinance 2. Amendment No System 3. Location Map 1 to Interlocal Agreement Use of Street-of-Way for DISD Fiber Optic Respectfully submitted Jimmy D. Coulter Director of Water Utilities Prepared by: Doreen E. Blackstone Right of Way Agent sAegallour documentslordinancesll Oldisd fiber ordinance.doc EXHIBIT 1 ORDINANCE NO.2010- AN ORDINANCE OF THE CITY OF DENTON, TEXAS, AUTHORIZING THE MAYOR TO EXECUTE AN AMENDMENT TO INTERLOCAL COOPERATION AGREEMENT, BY AND BETWEEN THE CITY OF DENTON, TEXAS ("CITY") AND THE DENTON INDEPENDENT SCHOOL DISTRICT ("DISD"), AMENDING THAT CERTAIN INTERLOCAL COOPERATION AGREEMENT, DATED ON OR ABOUT JULY 20, 2004, BY AND BETWEEN THE CITY AND DISD, GRANTING THE RIGHT TO UTILIZE ADDITIONAL STREET RIGHT OF WAY FOR THE DISD FIBER OPTIC SYSTEM; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, on or about July 20, 2004, the City Council adopted Ordinance No. 2004- 191, authorizing the execution of an Interlocal Cooperation Agreement Use Of Street Right-of- Way For DISD Fiber Optic System (the "Original Agreement"), by and between the City and DISD; and WHEREAS, the City Council of the City of Denton has heretofore determined that it is advisable to consent to the amendment of the Original Agreement as set forth in Amendment No. 1 to Interlocal Cooperation Agreement ("Amendment No. I"), attached hereto and incorporated herein by reference, between the City and DISD, granting the right to DISD to utilize additional street right of way for DISD fiber optics system and other matters as set forth in Amendment No. 1; and WHEREAS the City Council desires to authorize the City Manager to execute Amendment No. 1 with DISD; NOW, THEREFORE, THE COUNCIL OF THE CITY OF DENTON HEREBY ORDAINS: SECTION 1. The above and foregoing preamble is incorporated into the body of the ordinance as if copied herein in its entirety. SECTION 2. The City Manager, or his designee, is hereby authorized to execute Amendment No. 1 between the City of Denton and DISD, which is attached hereto and incorporated herein by reference. SECTION 3. This ordinance shall become effective immediately upon its passage and approval. PASSED AND APPROVED this the day of 12010. MARK A. BURROUGHS, MAYOR ATTEST: JENNIFER WALTERS, CITY SECRETARY By: APPROVED AS TO LEGAL FORM: ANITA BURGESS, CITY ATTORNEY By: Page 2 of 2 EXHIBIT 2 AMENDMENT NO. 1 TO INTERLOCAL COOPERATION AGREEMENT USE OF STREET RIGHT-OF-WAY FOR DISD FIBER OPTIC SYSTEM This Amendment to Interlocal Cooperation Agreement Use of Street Right-of-Way for DISD Fiber Optic System ("Amendment No. 1"), is made and entered into between the City of Denton, Texas, a Texas home rule municipal corporation (the "City") and the Denton Independent School District, an independent school district of the State of Texas ("DISD"), organized and existing under the laws of the State of Texas, each acting by and through, and under the authority of their respective governing bodies. WHEREAS, the City and DISD, on or about July 20, 2004, entered into that certain Interlocal Cooperation Agreement Use of Street Right-of-Way for DISD Fiber Optic System (the "Original Agreement'), providing for the right to DISD to locate certain fiber optic facilities within City street right-of-way, upon the terms and conditions set forth therein; WHEREAS, the Original Agreement provided for the cable routes as indicated in the map attached as Exhibit "C", attached thereto and incorporated therein by reference; WHEREAS, DISD desires to add certain cable routes to that provided in Exhibit "C" to the Original Amendment, and the City is amenable to same; WHEREAS, DISD and City further desire to amend the Original Agreement as concerns the requirements of performance bonds and other matters, to which the parties are amenable to such amendments; WHEREAS, the CITY and DISD are local governmental entities, both of whom have the authority to perform the services set forth in this Agreement individually and who mutually desire to enter into an interlocal cooperation agreement, as provided for in Chapter 791 of the Texas Government Code (Vernon 2004) in order to maximize the benefits to the citizens of Denton, Texas derived from public funds; WHEREAS, there is a valid governmental purpose served by this Agreement by DISD to use City right-of-way to provide high technology communications capability and connectivity for the DISD in order that DISD may interconnect its facilities to provide enhanced services to the students of DISD, as well as to DISD's support and administrative functions; WHEREAS, the CITY and DISD agree that all payments made in connection with the governmental functions provided for by this Agreement shall be made from current revenues available to the paying party and that the payments received are adequate and fairly compensate the parties for the use of the street right-of-way; and WHEREAS, the Interlocal Cooperation Act, as set forth in Chapter 791 of the Texas Government Code (Vernon 1994), authorizes the CITY and DISD to enter into this Agreement for the purpose of achieving the governmental functions and providing the services represented by this collective, cooperative undertaking. NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of such being acknowledged by the City and DISD, the City and DISD hereby agree to amend the Original Agreement as follows: 1. Paragraph D. of Article IV, CONSIDERATION TO BE PAID BY DISD TO THE CITY, is deleted in its entirety and replaced with the following: D. This Interlocal Cooperation Agreement is based on the cable routes indicated on the map in Exhibit "C", attached to this Agreement, and made a part hereof by reference, and Exhibit "C-1", attached to Amendment No. 1 hereof and made a part by reference. Cable routes indicated on Exhibit "C" and Exhibit "C-1" shall not be approved unless a permit for installation is obtained from the City Engineer pursuant to Article VI of the Original Agreement, as amended hereof. Future expansion of DISD cable routes, beyond those indicated on Exhibit "C" and Exhibit "C-1" hereof, shall be administered by supplemental amendments to the Original Agreement, on a case by case basis, inclusive of potential adjustments to payment considerations commensurate with such system expansions. 2. Paragraph D. is hereby added to Article V, TERMINATION OF AGREEMENT, as follows: D. In the event the City shall exercise its right to voluntarily terminate this Agreement, as provided in Paragraph A. of Article V, above, DISD shall utilize its best efforts to remove all fiber optic connections in or at the City right-of-way sites at or before the expiration or termination of this Agreement, unless the abandonment of such fiber optic connections in place have been mutually agreed upon by City and DISD. In the event that DISD shall not be able to remove such fiber optic connections prior to the voluntary termination of this Agreement despite its best efforts and due to causes beyond its control, the period of time for removal of the fiber optic connections shall be extended for such period, but not in any event to exceed an additional 180 days. In the event DISD shall claim such an event, DISD shall promptly provide notice to the City of the existence of such event, describing with specificity the event, the anticipated duration of such event, and the actions taken and to be taken by DISD to remedy or cure such event. 3. Article XII, PERFORMANCE BOND shall be deleted in its entirety and replaced with the following: ARTICLE XII PERFORMANCE BOND DISD shall comply with the provisions of Chapter 2253 of the Texas Government Code, including without limitation, Section 2253.021, regarding the requirement of payment and performance bonds. DISD shall file a copy of the payment and performance bonds with the City. 4. Exhibit "C-1", as attached hereto and made a part hereof, is hereby added to, and made a part of, the Original Agreement. 5. Except as expressly amended hereby, all terms and provisions of the Original Agreement shall remain valid and subsisting as originally provided. CITY OF DENTON, TEXAS A Texas Municipal Corporation BY: MARK A. BURROUGHS, MAYOR ATTEST: JENNIFER WALTERS, CITY SECRETARY BY: APPROVED AS TO LEGAL FORM: ANITA BURGESS, CITY ATTORNEY BY: DENTON INDEPENDENT SCHOOL DISTRICT BY: ATTEST: BY: APPROVED AS TO LEGAL FORM: BY: Exhibit C (Pages Exhibit-24) it .J 5 ~ V I ~ _ G1 / I 1 s A II ~ I ` ! J Ti 1 i it I I . ~ t l I I-~ i I t y ~ ~I k s I PK-Anm lT Alexander Ut ,-y ee Inc DENTON ISD FIBER OPTIC CABLE ROUTE SCALE : NTS DATE: 04/27/04 SHEET NUMBER: . INDEX, L N EE W GINNIR ELEM EVERS PARK ELEM SHEET DENTON ISD Alexander Utility Engineering, Inc. FIBER OPTIC. CABLE SCALE :1" = 800' DATE: 04/27/04 SHEET NUMBER: 01 ~I r Vi . NATATORIUM N CITY LIMITS SEE SHEET 06- SCALE W = 800' DENTON ISD DATE: 04/27/04 AICXandcr Utili Inc. SHEET NtlM8ER FIBER OPTIC FABLE ROUTE f ,r9 i CITY LIMITS HODGE ELEM F- U III I SEE SHEET 07 SCALE :1" = Boo' DENTON ISD DATE: 04/27/04 Alexander Utili En Inc. FABER OPTIC CABLE. Rp" SHEET NUMBER: l~a4adonNBU~lrtlie~&[r Ts~erk4oromaeia.~foe~ 03 J me+~ ar Alexander Utility S glupering, lw Ymfirakai-Eat ~~tCoounferiem -4 NEWTON RAYZOR LLEM DENTON. 1SD FIBER oPr" CA'B'LE ROUTE SCALE :1" = Boa' DATE: D4l27104 SHEET NUMBER: rr SEE SHEET 01 'Vhf 1 i ~ % TRICKLAND MIDDLE 177 216 3 i} a CD F- ti r w a' a ~s r CN SEE SHEET 09 ~r SCALE :1" = 800' pX&P~ ,r DE1M TON - ISD DATE: 04/27/04 Alexander UtiUty ER&! Ier!rbg, Inc. SHEET NUMBER: t~ FIBER OPTIC C'ABL 1~0LITE 6.~: p Aft, kit i { LSON LEM HEET ti 0 w A„ SEE SHEET 10 SCALE W' = 800' DENT ON ISD DATE: 04/27/04 u ,A EIIi IF]C. SHEET NUMBER: Now FIBER OPTIC CABLE ROUTE 06 SEE SHEET 03 _ i CITY LIMITS 2 i T LI . CITY U SFF SHFFT 11 SCALE :1" = 800' DENTON. IWD . DATE: 04/27/04 Alexander Utaiity Engineering, Inc. SHEET-NUMBER, FIBER OPTIC CAP. RaU 'E 7 If ALE] SEE SHEET 04 e r ~ti 1 ENTON ~!n U FE~ SEE' SHEET 12 SCALE :1" = 800' DENTON ISD. DATE: 04/27/04 Alexf n&r U El~g riCCTlrig, lC. SHEET NUMBER, a taommrior ~ FIBER OPTIC 'C'ABLE ROUTE x ..,..-,our. ~L Err cyl 0 LLI L LI P0.6PwNE0 LY Alexander Utility Engineering, Inc. Profcmiar l Ea&ccring Service-Ekctdc BDw t Conununiutioac SEE SHEET 13 DENTON ISD FIBER OPTIC CABLE ROUTE SCALE :1" = 800' DATE: 04127104 SHEET NUMBER: 09 PR6PA uo 1T i`. Alexander Utility Engineering, Inc. Pm(wluml F.n`uuerioe Servi-Ekcaic Puxxr k Cnmmuni-a m SEE SHEET 14 DENTON ISD FIBER OPTIC CABLE ROUTE SCALE : 1 " = 8Q+_' DATE: Dai27/0.' SHEET NUMBEF: 10 SEE SHEET 15 DENTON ISD FIBER OPTIC CABLE ROUTE SCALE :1" = 800' DATE: 04/27/04 1 SHEET NUMBER: 11 aserwaen 'r _ Alexander Utility Engineering, Inc, /mow Profouiowl Eoalueeriog ScM ELe w(a Power & Com wii=iom J, 0 C4:, 7~y t i .i BOL7AN EE M DENTON ISD Alexander Utility Engineering, Inc. Pmf swmll Enginceriag &Mm-Electric Power k Gommuoiwiloas FIBER OP TIC CABLE ROUTE SCALE = 800 DATE: 04/27/04 SHEET NUMBER: 12 SEE SHEET 36 (14- DENTON ISD SCALE W' = 800' FIBER OPTIC CABLE ROUTE I DATE: Q4/27/04 SHEET NUMSER: 13 P11CPwnlL 1Y i`. Alexander Utility Engineering, Inc. PmrmimW Payio ring Servim -Ekcttie Power & Cnmmunk wow P0.PPARPA 0.Y Alexander Utility Engineering, Inc. Pmfmiaad Engineering Ser4m-Ekcaic Power do Cca uaiatiaa a\ Wll SEE SHEET 17 DENTON ISD FIBER OPTIC CABLE ROUTE 288 SCALE :1" = 800' HATE: 04/27/04 SHEET NUMBER: 14 SEE SHFFT 1S DENTON ISD FIBER OPTIC CABLE ROUTE SCALE :1" = 800' I DATE: 04/27/04 I SHEET NUMBER: 15 Pe6Pwlteo PY _ Alexander Utility Engineering, Inc. Pmf-mi.aWEegi-AgServices-Ekcuic Pnwer~Cnmmwucstiem CITY PARK CITY PARK r CITY PARK --'"o or Alexander Utility Engineering, Inc. PM&Miuw F-v Savxea-Eiecaia Pe+wkComm~~^~.=;~ SEE 'SHEET 20 DENTON ISD FIBER OPTIC CABLE ROUTE SCALE :t" = 800' GATE: 04/27/04 SHEET NUMBER: 16 SFF SHFFT 21 DENTON ISD FIBER OPTIC CABLE ROUTE SCALE :1" = 800' DATE: 04/27/04 SHEET NUMBER: 17 vRe'A lY _ Alexander Utility Engineering, Inc, ~~i Pm(essiaml Eagiaeeriag &rvim-Ekcviic Pow & Commuaicotioae a EDWARDS I i SEE SHEET 22 SCALE :1" = 800' Pge,~~,Y DENTON ISD DATE: 04/27/04 Alexander Utility Engineering, Inc. SHEET NUMBER: Pro4ssiood Eog aeeeinQ semae~ Ekaric Power R Commuaica[ am FIBER OPTIC CABLE ROUTE 18 a f cr) A j SCALE :1" = 800' DENTON ISD DATE: 04/27/04 pRepaSeo ~T Alexander Utility Engineering, Inc. SHEET NUMBER: Fmfemioml pa&Ndnj Scrvi wEkoda power R Communicobm FIBER OPTIC CABLE ROUTE 19 h RI N E M vrterwaeo er Alexander Utility Engineering, Inc. Pmfevion4 Eogio riog ScmiO Eiccujc Power k Commo^jcmfi N SEE SHEET 23 SCALE :1" = 800' DENTON ISD DATE: 04i27ioa FIBER OPTIC CABLE ROUTE SHEET NUMBER: 20 Pgq►u~[a qY Alexander Utility Engineering, Inc. Pmfeccioae ftiaccriag 3cMots-Eku4X Power k communkuWaf nLGi e" DENTON ISD FIBER OPTIC CABLE ROUTE SCALE :1" = 800' I DATE: 04/27/04 1 SHEET NUMBER: 21 CROWNOVER MIDDLE SCALE :1" = 800` PltBP A•°"nY DENTON ISD DATE; 04/27/04 Alexander Utility Engineering, Inc. SHEET NUMBER: Pmftv~~~ridg Serv~-Ele~Powr&60mm--• FIBER OPTIC CABLE ROUTE 22 Okel u- IT Alexander Utility Engineering, Inc. 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AGENDA INFORMATION SHEET AGENDA DATE: September 14, 2010 DEPARTMENT: Utility Administration ACM: Howard Martin, 349-8232 SUBJECT Consider approval of a resolution of the City of Denton, Texas, authorizing the Mayor to execute and deliver correspondence and other documentation to Oncor Electric Delivery Company, LLC. ("Oncor") and the Public Utility Commission of the State of Texas regarding the proposed electric transmission line contemplated to be constricted by Oncor together with the transmission line's potential location within, over, across or in the vicinity of the greenbelt corridor connecting Ray Roberts Lake to Lake Lewisville; and providing an effective date. BACKGROUND Oncor has proposed a 345 kV transmission line from Krim West to Anna. The proposed transmission line is needed for Oncor Electric Delivery Company LLC (Oncor) to ensure continued safe and reliable electric service to the state in light of increased integration of electric energy generated by wind production facilities. The proposed transmission line is scheduled to be completed in 2013. Based on the Texas Legislature's direction in 2005 the (Public Utility Commission of Texas) PUCT has designated certain areas, or zones, of Texas for development of wind power, known as Competitive Renewable Energy Zones (CREZ). The PUCT has approved a plan for building transmission lines to deliver the electric energy produced by wind generating facilities in the CREZ to the electric market. This proposed project is one such project associated with CREZ. There are many sections of line being planned and evaluated as part of the CREZ initiative. The Krim West to Anna is just one segment of the Oncor project. Oncor is working with Halff and Associates to develop and evaluate the proposed routing for this segment. To date, Oncor has held 4 public meetings regarding possible routing for this segment of the transmission project. Currently, there are upwards of ninety possible options being evaluated with transmission line routing both north and south of Lake Ray Roberts. On September 8th 2010, Oncor filed an application to amend a certificate of convenience and necessity for a proposed CREZ 345 kV Transmission Line in Collin, Cook, Denton and Grayson Counties, Texas (Krim West - Anna CCN) with the Public Utility Commission of Texas (PUCT). The PUCT identified this application as Docket No. 38597. Information concerning this filing may be obtained by contacting Travis Besier, Oncor Regulatory Project Manager at 214-486-7343 or may be downloaded from the PUCT's website a www.puc.state.tx.us. While the review and approval process by the PUCT may take up to six months, public comment on the proposed transmission line routing should be sent to the PUCT Central Records referencing the Docket No. 38597. The deadline for formal intervention requests must be received by October 8, 2010. The prehearing and technical conference will be held in this Docket on October 12, 2010. Provided in Exhibit 1 is a resolution for Council's consideration regarding the City of Denton formal position on the Oncor transmission line project and any proposed transmission line crossing of the Greenbelt and/or United States Army Corps of Engineers (USACE) property. If approved by the Council, the City's position regarding the Oncor project would be included as an attachment to a letter from the Mayor of the City of Denton (see Exhibit 2) as written public comment to the PUCT. EXHIBITS 1. Resolution 2. Letter Respectfully submitted: `Wt~ 7YU 4~~ Howard Martin ACM/Utilities EXHIBIT 1 RESOLUTION NO. 2010- A RESOLUTION OF THE CITY OF DENTON, TEXAS, AUTHORIZING THE MAYOR TO EXECUTE AND DELIVER CORRESPONDENCE AND OTHER DOCUMENTATION TO ONCOR ELECTRIC DELIVERY COMPANY, LLC ("ONCOR") AND THE PUBLIC UTILITY COMMISSION OF THE STATE OF TEXAS REGARDING THE PROPOSED ELECTRIC TRANSMISSION LINE CONTEMPLATED TO BE CONSTRUCTED BY ONCOR TOGETHER WITH THE TRANSMISSION LINE'S POTENTIAL LOCATION WITHIN, OVER, ACROSS OR IN THE VICINITY OF THE GREENBELT CORRIDOR CONNECTING RAY ROBERTS LAKE TO LAKE LEWISVILLE; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, Oncor Electric Delivery Company ("ONCOR") has proposed constriction of a 345 kV electric transmission line from Krim, Texas to Anna, Texas to ensure the safe and reliable electric service to the State of Texas in light of the increased integration of electric energy that is generated by wind production facilities; which proposed transmission lines affect the City of Denton, Texas; and the proposed transmission lines are scheduled to be completed by the year 2013; and WHEREAS, based upon the Texas Legislature's direction expressed in 2005 the Public Utility Commission of Texas ("PUCT") has designated certain areas or zones of Texas for the development of wind power, which are known as Competitive Renewable Energy Zones ("CREZ"); the PUCT has approved a plan for building transmission lines to deliver the electric energy produced by wind generating facilities in the CREZ to the electric market. The project before the City of Denton involves the selection of routes that involves the constriction of the transmission line from Krim to Anna, which is a project that is associated with CREZ; and WHEREAS, there are several routes being currently evaluated by ONCOR that would cross the Greenbelt between Lake Ray Roberts and Lake Lewisville and other U. S. Army Corps of Engineers ("USAGE") property; and WHEREAS, ONCOR has filed its PUCT Case, No. 38597 and provided notice of intent to amend its Certificate of Convenience and Necessity for the new 345 kV transmission line to be located in Collin, Cook, Denton and Grayson Counties, Texas, as set forth above, and the PUCT will be accepting public comments and intervention requests for the "preferred route" identified in the application submission; and WHEREAS, the Greenbelt Corridor was developed in the late 1980's as an alternative to traditional recreation facilities that were required at Lewisville Lake due to the elevation in flood pool following the constriction of Ray Roberts Lake; the Cities of Dallas and Denton, together with the USACE worked closely to design and constrict the Greenbelt Corridor; the final product is a 1500 acre, nine-million dollar hiking, biking, canoeing and equestrian trail system that parallels the meandering Elm Fork of the Trinity River for fourteen (14) miles, which connects Lake Lewisville to Lake Ray Roberts; and WHEREAS, the Greenbelt Corridor has provided a unique and much needed recreation alternative that protected open space and retained the natural riparian system, which would assure the rural character of the river corridor, and to provide a visual buffer between newly acquired lands along the river, as well as future development; NOW, THEREFORE, THE COUNCIL OF THE CITY OF DENTON HEREBY RESOLVES: SECTION 1. The City of Denton supports the Oncor CREZ transmission line routes that avoid aerial crossing of the Greenbelt Corridor entirely. SECTION 2. The City of Denton further resolves that if the proposed ONCOR route must cross the Greenbelt Corridor, that the City of Denton would support use of an existing transmission line crossing located just north of U.S. Highway 380, adjacent to the existing railroad corridor. SECTION 3. This Resolution shall become effective immediately upon its passage and approval. PASSED AND APPROVED this the day of 12010. MARK A. BURROUGHS, MAYOR ATTEST: JENNIFER WALTERS, CITY SECRETARY By: APPROVED AS TO LEGAL FORM: ANITA BURGESS, CITY ATTORNEY By: EXHIBIT 2 215 E. McKINNEY DENTON, TX 76201 • (940) 349-8230 • FAX (940) 349-8120 UTILITY ADMINISTRATION September 14, 2010 Public Utility Commission of Texas Central Records Attn: Filing Cleric 1701 N. Congress Ave. P.O. Box 13326 Austin, Texas 78711-3326 RE: Docket No. 38597 Application of Oncor Electric Delivery Company LLC. to amend a Certificate of Convenience and Necessity for a proposed CREZ 345 kV Transmission Line in Collin, Cooke, Denton, and Grayson Counties, Texas (Krim West - Anna CCN) The City of Denton is supportive of the proposed Oncor Electric Delivery Company's CREZ 345kV Transmission Line project. We understand that projects like this bring valuable wind power into the Denton, Dallas, and Fort Worth electric load centers. As a municipal electric provider, we understand that these CREZ projects facilitate reliable and cost-effective electric power delivery. The City of Denton staff has attended the public hearing conducted by Oncor and have met with Oncor staff independently to communicate our position regarding the transmission line routing from Krim West to Anna. The primary concerns with this portion of the project are the routing options that would impact the City of Denton, City of Dallas, and the US Army Corp of Engineer's Greenbelt Corridor between Lake Lewisville and Lake Ray Roberts. The City of Denton has invested substantial resources in the development of the Greenbelt Corridor. The Greenbelt Corridor provides a unique and invaluable recreation alternative that not only protects open space, but also retains the natural riparian system. The Greenbelt conservation easements allowed landowners to continue existing agricultural use, but prohibits the constriction of new strictures adjacent to the corridor. Because of the City's investments and the importance of the Greenbelt Corridor, the City of Denton will support Oncor in their required filings if one of the following options is utilized: 1. The City of Denton supports the Oncor CREZ transmission line routes that avoid aerial crossing of the Greenbelt Corridor entirely. 2. If the proposed route must cross the Greenbelt facility, the City of Denton would support the use of an existing transmission line crossing located just north of Hwy 380 adjacent to the existing railroad corridor. Because of the City's investments and the importance as a recreational alternative, the City of Denton developed a formal position regarding the Oncor CREZ project section from Krim West to Anna. The Council position is included in the Attached Resolution and has been submitted to the PUCT as formal public input for this project. The City of Denton will support the Oncor "preferred project routing". On September 14th, 2010 the City Council approved Resolution No. , regarding the Oncor Electric proposed transmission line routing. Please accept this resolution as the City of Denton's public input in the PUCT review and approval process. Your time and attention to this matter is greatly appreciated. Sincerely, Mark Burroughs, Mayor City of Denton AGENDA INFORMATION SHEET AGENDA DATE: September 14, 2010 DEPARTMENT: Legal Department CA: Anita Burgess, City Attorney SUBJECT: Reconsider adoption of an ordinance of the City of Denton, Texas approving and authorizing the Final Compromise, Settlement and Release of All Claims by and between the City of Denton, Texas, DBT Porcupine, L1, a Delaware Business Trust and BDC Family Limited Partnership, a Texas Limited Partnership; authorizing the City Manager and City Attorney to act on the City's behalf in executing any and all conveyances and other supporting documents pertaining thereto; and to take such other and further actions as are necessary to effectuate and finalize the settlement; authorizing the City Manager to execute a Quit Claim Deed regarding the tract in issue; authorizing the City Manager to receive an easement on behalf of the City of Denton, Texas; authorizing the expenditure of funds therefor; and declaring an effective date. BACKGROUND: This settlement was proposed to the Council in closed meeting on September 7, 2010. A Councilmember directed that a provision be added to the settlement agreement. At this time, no other parties had signed-off on the settlement agreement as it existed on September 7th, 2010. There is an additional sentence included in the amended settlement agreement by the City Attorney's Office regarding title assurance. RECOMMENDATION: Staff recommends approval of the settlement agreement as amended on September 14, 2010. F XHTUTT C 1. Ordinance 2. Amended Settlement Agreement Respectfully submitted, Michael S. Copeland, Utility Attorney EXHIBIT 1 ORDINANCE NO. 2010- AN ORDINANCE OF THE CITY OF DENTON, TEXAS APPROVING AND AUTHORIZING THE COMPROMISE, SETTLEMENT AND RELEASE OF ALL CLAIMS BY AND BETWEEN THE CITY OF DENTON, TEXAS, DBT PORCUPINE, L1, A DELAWARE BUSINESS TRUST AND BDC FAMILY LIMITED PARTNERSHIP, A TEXAS LIMITED PARTNERSHIP; AUTHORIZING THE CITY MANAGER AND CITY ATTORNEY TO ACT ON THE CITY'S BEHALF IN EXECUTING ANY AND ALL CONVEYANCES AND OTHER SUPPORTING DOCUMENTS PERTAINING THERETO, AND TO TAKE SUCH OTHER ACTIONS AS ARE NECESSARY TO EFFECTUATE AND FINALIZE THE SETTLEMENT; AUTHORIZING THE CITY MANAGER TO RECEIVE AN EASEMENT ON BEHALF OF THE CITY OF DENTON, TEXAS; AUTHORIZING THE EXPENDITURE OF FUNDS THEREFOR; AND DECLARING AN EFFECTIVE DATE. WHEREAS, the City of Denton, Texas and DBT Porcupine, L1, a Delaware Business Trust ("DBT") have each advanced their claims of ownership regarding a certain tract of realty upon which the City wishes to constrict electric transmission line facilities in the future; negotiations have occurred and the parties are now ready to consummate their settlement; and WHEREAS, the City of Denton, Texas will acquire an easement of the necessary tract of land for its electric easement from DBT Porcupine, L1; the City will execute a Quit Claim Deed to extinguish its claim and clear title to DBT Porcupine, L1; and the City shall obtain the easement at no charge from DBT; and WHEREAS, on April 20, 2010 this matter was presented to the Council in a Closed Meeting; and on September 7, 2010 a final presentation was made regarding this settlement in a Closed Meeting; and; WHEREAS, the City Council, having considered the transaction is of the opinion that this compromise, settlement and release of all claims is well-taken and is the best interests of the citizens of the City, NOW THEREFOR THE COUNCIL OF THE CITY OF DENTON HEREBY ORDAINS: SECTION 1. The City Council hereby approves the "Compromise Settlement Agreement and Release of All Claims" (the "Agreement") attached hereto as Exhibit "A" and made a part hereof by reference; and authorizes the City Manager to execute said Agreement on behalf of the City of Denton, Texas. SECTION 2. The City Manager and City Attorney are hereby authorized to act on the City's behalf in approving, executing and receiving any and all documents, and to take other actions as are necessary or appropriate, to finalize the Agreement. SECTION 3. The City Manager is hereby authorized to expend funds, if any, which might be necessary or incidental, in accordance with the Agreement. 1 SECTION 4. This ordinance shall become effective immediately upon its passage and approval. PASSED AND APPROVED this the day of 12010. MARK A. BURROUGHS, MAYOR ATTEST: JENNIFER WALTERS, CITY SECRETARY By: APPROVED AS TO LEGAL FORM: ANITA BURGESS, CITY ATTORNEY By: 2 EXHIBIT 2 THE STATE OF TEXAS ) COUNTY OF DENTON ) COMPROMISE SETTLEMENT AGREEMENT & RELEASE OF ALL CLAIMS KNOW ALL MEN BY THESE PRESENTS: IT IS AGREED by and between Claimant, THE CITY OF DENTON, TEXAS, Texas, a Texas Municipal Corporation and a Home-Rule City (hereafter the "CITY") whose business address is 215 East McKinney Street, Denton, Texas 76201; and Claimant, DBT PORCUPINE, L1, a Delaware Business Trust, acting by and through an officer of its duly authorized agent, KAMIN REALTY COMPANY, 409 South Highland Avenue, Pittsburgh, Pennsylvania 15206 (hereafter "DBT"); and Transferee, BDC FAMILY LIMITED PARTNERSHIP, a Texas Limited Partnership (hereafter "BDC"), whose business address is acting by and through its General Partner, the BOBBY COX FAMILY TRUST; hereafter collectively, the PARTIES, do by this "Compromise Settlement Agreement and Release of All Claims" desire to settle on this date their respective claims to the real property commonly known as a 3.814 acre tract of land described in Exhibit "A" attached hereto and incorporated herewith by reference; and 1. On February 5, 1996 the then record owner, Douglas and Associates, LLC dedicated to the public's use forever that certain fee simple tract of land containing approximately 3.814 acres of land, as shown on the Final Plat of Lowes Addition, Lot 1, Block 1, an addition to the City of Denton, Texas, according to the Plats thereof recorded in Cabinet M, Page 8 and re-plat released in Cabinet M, Page 235 of the Plat Records of Denton County, Texas. This action was ratified and confirmed by the Denton City Council by Resolution R06-041 enacted on the 12th day of December, 2006. 2. CITY bases its claims to the above-referenced real property based upon the execution of two Page 1 Warranty Deeds; the first executed by Douglas and Associates, LLC as Grantor and the CITY as Grantee on the 8th day of February, 1996, which deed is filed on the 23rd day of February, 1996 as Document 96-R012004 in the Public Records of Denton County, Texas. The second deed being executed by Douglas and Associates, LLC as Grantor and the CITY as Grantee, on the 8th day of February, 1996, which deed is filed for record on the 18th day of December, 1996 as Document 96- R088905 in the Public Records of Denton County, Texas, and which second deed was delivered to the CITY and accepted by its Deputy City Manager. Both of the said Warranty Deeds contained a covenant that stated: "(3) Grantee agrees that constriction of new Loop 288 shall be commenced on or before January 31, 2006 or the property shall automatically revert back to Grantor." The CITY claims that that constriction of new Loop 288 was commenced on or before January 31, 2006, and that the two above stated Warranty Deeds, described in this numbered paragraph, created a fee simple conveyance, upon condition subsequent, and that the condition expressed in the deed is vague and unenforceable and should be construed against the owner of the remainder, now DBT, and in favor of the CITY. 3. On the 7th day of February, 2001 DBT first acquired its claim to the above described real property by Warranty Deed, executed by the then owner, PETULA ASSOCIATION, LTD., an Iowa Corporation as grantor, to DBT as grantee, which Warranty Deed was filed on the 5th day of March, 2001, and recorded as Document Number 2001-R018527 in the Public Records of Denton County, Texas. The Warranty Deed contained language in the granting clause that the conveyance was "TOGETHER WITH AND SUBJECT TO COVENANTS AND RESTRICTIONS" as contained in the two Warranty Deeds which were earlier granted in 1996 to the CITY, as set forth in paragraph 2 hereinabove. 4. On the 20th day of October, 2009 PETULA ASSOCIATES, L.L.C. (hereafter "Petula" formerly known as PETULA ASSOCIATES, LTD., an Iowa Corporation executed a Quit Claim Page 2 Deed, filed on the 21st day of October, 2009, and recorded as Document Number 000123720 in the Denton County Public Records. The granting clause to that deed contained the following language: II and by these presents BARGAIN, SELL, RELEASE, AND FOREVER QUIT CLAIM unto TRANSFEREE all of Petula's right, title, interest and claim, if any, in and to the reservations and reversionary right created under..." the two Warranty Deeds into the CITY, as more particularly described in paragraph 2, hereinabove. 5. DBT then requested that the CITY sign a Quit Claim deed clearing DBT's title in and to said tract of land. The CITY then refused to sign the Quit Claim deed and asserted its claims and subsequently, serious potential litigation was discussed and negotiations were conducted. 6. Thereafter, the CITY then determined that the tract of real property in question would be desirable for the constriction of a separate Spencer Station to Pockris Substation electric transmission line that would provide a geographically separate transmission path between the two stations, to be built in the near future with the criteria and requirements of the National Electrical Safety Code taken into account. The constriction of a second transmission line is required by NERC and ERCOT criteria in order to adequately support the electric system with overload for the outage of any single line or transformer anywhere in the system. Denton Municipal Electric's electric engineers have studied the requirements of this transmission facility and have proposed two (2) written surveys of the desired route. The plans provide for an approximate 70-foot required wide clearance for the transmission line which would am nearly the entire length of the subject real property, along its east boundary with the Lowe's Store, as well as over into the Lowe's tract of real property. That easement has been located and surveyed. 7. DBT has received and considered such surveys, and provided that the CITY executes a Quit Claim Deed, conveying all of its right, title and interest in and to the subject 3.814 acres of real property, to DBT, DBT is agreeable to granting the CITY an easement providing for the electric Page 3 service and electric transmission line; and BDC is further also agreeable to that exchange and consents to it. 8. The Quit Claim Deed proposed to be executed by the CITY is attached hereto as Exhibit `B." The Easement proposed to be executed by DBT is attached hereto as Exhibit "C." The PARTIES agree that the two conveyances shall be executed and then delivered simultaneously into escrow at the Title Resources, Denton, Texas office (hereafter the "Title Company") at the time the sale transaction from DBT to BDC is closed, and not before. City and DBT shall simultaneously execute the Quit Claim Deed and the Easement, thereby eliminating the cloud on DBT's title and in granting the City its electric Easement. At the same time DBT shall then convey their agreed tract unto BDC. Once these transactions involving the City, DBT and BDC have all occurred, then the title company shall close escrow, but not before. 9. The City requires that it be provided with insured title that is acceptable to its City Attorney, regarding its easement by the Title Company. Taking all the relevant circumstances into account, the City agrees to pay to DBT and BDC jointly, the sum of $100,000 to be held in escrow at the Title Company, pending the closing and the execution and delivery of the conveyances referenced above in paragraph 8. The City is paying this amount of money in full and final settlement of the claims of DBT regarding the contested title to the herein described premises. If for any reason the transaction does not close at the Title Company, then the City shall be entitled to demand that Title Company immediately, within 72 hours, return the entire amount of $100,000 in escrowed money, to the City's attorney. 10. Both the CITY and DBT hereby further covenant that adequate consideration is provided by their exchange of promises and by their execution of the Quit Claim Deed and the Easement described in paragraph 8, hereinabove. The CITY requires that DBT pay it the sum of $1.00 further consideration in support of this Compromise Settlement Agreement and Release of All Claims, the Page 4 receipt and sufficiency of which consideration is hereby acknowledged. DBT requires that the CITY pay it the sum of $1.00 further consideration in support of this Compromise Settlement Agreement and Release of All Claims, the receipt of which consideration is hereby acknowledged. 11. For and in consideration of said payment, the CITY, hereby fully releases, discharges, and acquits DBT, from, and agrees that the consideration so paid shall be in full and final satisfaction and compromise of any and all actions, causes of action, and all claims owned or possessed by said CITY against DBT, growing out of or in any way connected with the settlement of claims as described herein. 12. For and in consideration of said payment, DBT, hereby fully releases, discharges, and acquits the CITY, from, and agree that the consideration so paid shall be in frill and final satisfaction and compromise of any and all actions, causes of action, and all claims owned or possessed by DBT against the CITY growing out of or in any way connected with the settlement of claims as described herein. 13. Although originally drafted by attorneys for the CITY, this Compromise Settlement & Release of All Claims is a contract between the CITY, DBT and BDC which is the product of negotiations between the parties and attorneys for the parties and which shall, in the event of any dispute over its meaning or application, be interpreted fairly and reasonably, and neither more strongly for or against either parry. This document contains the entire agreement of the parties hereto. THE PROVISIONS OF THIS COMPROMISE SETTLEMENT AGREEMENT & RELEASE OF ALL CLAIMS ARE CONTRACTUAL AND ARE NOT MERE RECITALS. WITNESS OUR HANDS this _ day of , 2010. Page 5 CITY OF DENTON, TEXAS A Texas Municipal Corporation By: GEORGE C. CAMPBELL CITY MANAGER ATTESTED: JENNIFER WALTERS, CITY SECRETARY By: APPROVED AS TO LEGAL FORM: ANITA BURGESS, CITY ATTORNEY By: DBT PORCUPINE, L1 A Delaware Business Trust By and Through Its Agent KAMIN REALTY COMPANY By: ATTESTED: By: APPROVED AS TO LEGAL FORM: By: Page 6 BDC FAMILY LIMITED PARTNERSHIP A Texas Limited Partnership By and Through its General Partner BOBBY COX FAMILY TRUST By: ATTESTED: By: APPROVED AS TO LEGAL FORM: By: ACCEPTED: TITLE RESOURCES 1112 Dallas Drive, Suite 402 Denton, Texas 76205 By: Escrow Officer Page 7