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HomeMy WebLinkAboutPR 23831: PIPELINE PERMIT C/O SEMPRA ENERGY P.R.No.23831 June 25,2024 rlb RESOLUTION NO. A RESOLUTION AUTHORIZING THE EXECUTION OF MAJOR PIPELINE PERMIT 23-03 FROM THE CITY OF PORT ARTHUR TO PORT ARTHUR PIPELINE, LLC C/O SEMPRA ENERGY OF HOUSTON, TEXAS FOR THE INSTALLATION OF A FORTY-TWO INCH (42") NATURAL GAS PIPELINE WITHIN THE CORPORATE LIMITS OF THE CITY OF PORT ARTHUR, TEXAS. WHEREAS, Port Arthur Pipeline, LLC c/o Sempra Energy of Houston, Texas has submitted an application for a major pipeline permit to install a forty-two inch (42") natural gas pipeline within the Corporate Limits of the City of Port Arthur, Texas; and, WHEREAS, the proposed forty-two inch (42") natural gas pipeline will transport natural gas from a compressor station in Beauregard Parish Louisiana and travel to the Sempra Port Arthur LNG site(JCAD Property ID #127156) on South Highway 87 (S. Gulfway Drive) and, WHEREAS,members of the Citizen's Pipeline Advisory Committee met on June 6,2024, a copy of their recommendation of approval being attached hereto and made a part hereof as Exhibit"A"; and, WHEREAS, the Public Hearing for the requested pipeline permit was held on July 16, 2024; and, WHEREAS, the City Engineer and the Director of Planning have reviewed such application and now recommend that a permit be granted pursuant to Chapter 66 (Oil and Gas) of the Code of Ordinances of the City of Port to install and maintain said pipeline within the City in accordance with the routing set forth in the Permit attached hereto and made a part hereof as Exhibit"B"; and, WHEREAS, Port Arthur Pipeline, LLC c/o Sempra Energy of Houston, Texas has submitted the required information and documents for their major pipeline permit to be considered for approval; now therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PORT ARTHUR, TEXAS: P.R. No.23831 Page 2 THAT, the City Manager be and is hereby authorized to execute on behalf of the City Pipeline Permit 23-03 to Port Arthur Pipeline, LLC c/o Sempra Energy of Houston, Texas for the installation of a forty-two inch (42") natural gas pipeline within the city limits of Port Arthur, Texas as set forth as Exhibit"B"; and made a part hereof. THAT, a copy of the caption of this Resolution be spread upon the Minutes of the City Council. READ, ADOPTED AND APPROVED this the day of . A.D. 2024 at a meeting of the City Council of the City of Port Arthur, Texas by the following vote: AYES: Mayor: Councilmembers: NOES: Thurman Bill Bartie Mayor ATTEST: Sherri Bellard City Secretary VED AS TO ,AVM J:m; M. Black In 'm City Attorney P.R.No.23831 Page 3 APPROVED FOR I TRATION: Ronald Burton, CPM City Manager John annatella, P.E. City Engineer Exhibit «A,9 Citizen's Pipeline Advisory Committee Meeting Minutes & Recommendation City of Port Arthur Citizens' Pipeline Advisory Committee Meeting Minutes June 6, 2024 Attendees: Committee Members: Marc DeRouen Charlotte Moses Matthew Christian Don Collins City Staff: John C. Cannatella, P.E. - City Engineer Rhonda Bell - Sr. Engineering Technician Visitors: Parker Yelverton - Pehler&Associates/PAPL Wesley Gill - Pehler& Associates/PAPL Carl Seward - Sempra Jerry Cochran- Sempra Action: Meeting was called to order at 4:05 P.M. June 6, 2024 by John C. Cannatella, roll was taken and a quorum was established. Introductions were made and the discussion began with information regarding the pipeline. John C. Cannatella gave a brief description of the project, being the installation of a forty-two inch(42") gas pipeline within the city limits of Port Arthur, Texas. This line will transport natural gas from a compressor station in Beauregard Parish Louisiana to the Sempra Port Arthur LNG site(JCAD Property ID#127156)on South Highway 87 (S. Gulfway Drive). Questions were asked and satisfactorily answered regarding location and scope of the project. After the discussions and other comments, all members of the advisory committee present, unanimously agreed to recommended approval of this permit application. The meeting was adjourned at 4:38 p.m. Respectfully submitted, John C. Cannatell . . City Engineer Exhibit April 23, 2024 City of Port Arthur,TX 444 4th Street Port Arthur,TX 77640 Port Arthur Pipeline would like to install a 42" carbon steel pipeline buried a minimum depth of 3' across submerged tracks in Sabine Lake and across Pleasure Island,with accompanying temporary access road,as shown in the attached exhibits. Installation will be via horizontal directional drill and barge lay. Applicant and Operator: Port Arthur Pipeline, LLC c/o Sempra Energy 1500 Post Oak Blvd, Suite 1000 Houston,TX 77056 619-322-8632 Prepared by: Wesley Gill Right-of-Way and Permitting Agent 713-419-4403 Principal Contact: Michael Hutchinson VP 619-322-8532 The Pipeline will originate in Beauregard Parish, Louisiana, and terminate at the Sempra Port Arthur LNG site (JCAD Property ID 127156). It will cross City of Port Arthur owned tracks submerged in Sabine Lake (JCAD Property ID 85095, 85092) and on Pleasure Island (JCAD Property ID 85099, 85100). Pipeline Materials: Natural Gas Maximum Allowable Operating Pressure: 1440 psi Normal Operating Pressure: TBD—determined by demand In addition to engineering plans, drawings, maps, detailed cross sections, and design criteria, included in this packet are: 1. An executed Major Pipeline Permit Form/Hold Harmless Agreement/Affidavit 2. Certificate of Insurance 3. Bond in the amount of$15,000 for the crossing of S Levee Road 4. Check in the amount of$1,500 for the application fee FEE SCHEDULE FOR PIPELINE PERMIT APPLICATIONS The fees for permits and inspections of pipelines are fixed and established for the respective purposes at the following charges: (a) Major Permit Fee per Section 66-53 $1 ,500 (b) Administrative Permit Fees per Section 66-54 1. Level One Permit $ 100 2. Level Two Permit $ 500 (c) Transfer of ownership, lease or assignments $ 100 (d) Annual records maintenance fee (per owner or operator) $ 100 CITY OF PORT ARTHUR JEFFERSON COUNTY, TEXAS MAJOR PIPELINE PERMIT Port Arthur Pipeline, LLC do Sempra TO: Energy NO: 23 -03 1500 Post Oak Blvd, Suite 1000 DATE: 7/S p I y Houston, TX 77056 The City of Port Arthur, pursuant to Chapter 66, Article II, Sections 66-51 through 66-69, Code of Ordinances hereby grants permission to the above-named permittee for the _ installation of a proposed 42" natural gas pipeline(s) to be located in accordance with the drawings and/or specifications attached hereto and made a part hereof. It is expressly understood that the City of Port Arthur does not hereby grant or purport to grant any right, claim title, interest, easement, or right-of-way on any property upon which such pipeline(s) and related valves, structures, etc. may be located pursuant hereto, and that the City may require the owner(s), at owner's expense, to lower, adjust, relocate, or remove such pipeline(s) on or from any public property upon thirty (30) days written notice to the owner or agent thereof. Permittee shall be required to pay for and be responsible for any adjustments or casings, etc. of its pipeline(s) required because of street improvements, utility or storm sewer crossings within the public rights-of-way covered by this permit. This permit is issued subject to all necessary rights-of-way or easements being acquired by permittee at its expense. Installation of the pipeline(s) within any public street, easement, alley, right-of-way, or grounds shall be performed in accordance with instructions of the City Engineer of the City of Port Arthur and permittee shall notify said City Engineer by letter in his office, forty-eight (48) hours prior to any work pertaining to installation therein. Upon completion of such installation permittee shall notify the City Engineer of such completion in order that the City Engineer may make a final inspection thereof. MAJOR PIPELINE PERMIT -2- Special conditions for constructing, replacing or relocating pipeline(s) within the City are as follows: A. All pipelines within or across Public rights-of-way shall be constructed with pipe meeting DOT CLASS 1I CFR design requirement for wall thickness. 1. No pipeline will be located longitudinally under any existing or proposed pavement. 2. All existing improved streets shall be crossed by the bored method, and boring shall extend the full width of the street right-of-way plus a minimum of one (1) foot beyond said right-of-way. Provide markers in accordance with Section 66-60. 3. Any pavement repairs or right-of-way restoration necessitated as a result of the construction or operation of any pipeline shall be made in accordance with instructions set out by the City Engineer. Repairs or restorations will be made in such a manner as to equal or exceed the original condition and smoothness that existed prior to construction or operation of pipeline. 4. All drainage improvements or conditions shall be restored to as good or better condition that their original. 5. Any pipeline crossing under any improved street may be required to be cased for a distance not less than one (1) foot beyond the right-of-way line of said street. Casings shall have two (2) vents with the owner's name and product carried in line shown on these vents. Casings shall be approximately the same diameter as the bored hole. 6. All pipelines shall be protected by adequate and approved cathodic protection measures. 7. Pipelines shall be covered to a minimum depth of four (4) feet below the ultimate flow lines of any existing ditches which it crosses under. 8. The owners of any pipeline under construction shall provide flagmen, barricades, flares, and signs for the protection of the public for the duration of the work as instructed by the City Engineer. 9. Other conditions or restrictions deemed necessary to provide for full use of the public right-of-way, and provide for the safety and convenience of the public shall be applied in cases not herein covered. 10, Pipelines shall be not less than four (4) feet below ground surface, except as otherwise specified above. MAJOR PIPELINE PERMIT -3- 11. Said pipeline shall be designed, constructed, operated, and maintained in accordance with the latest approved minimum standards established by the American National Standards Institute, United States Department of Transportation and other pipeline regulatory agencies. Where there are different standards among such agencies, the most stringent standard shall apply for purposes of this permit. 12. Pursuant to Section 66-61 and Section 66-62 telephone notification to the City shall be made as required by each section upon discovery of any leak or possibility of any leak within the City of Port Arthur. This notification shall include the information set out in each section, as well as other significant facts known by the carrier that are relevant to the cause of the failure or extent of the damages. 13. Pursuant to Section 66-62, permittee shall file within thirty (30) days of the discovery of any leak a written report with the City Engineer. Such report shall provide at a minimum the information required on the most current Texas Railroad Commission's leak report form. Upon request, such companies shall provide the following: ALL LINES 1. Construction records and test reports. 2. Operating and maintenance procedures. 3. Emergency plan. 14. The provisions of this permit shall be subject to any Federal and State legislation, rules, or regulations enacted or adopted, or which shall be here after enacted or adopted, to the extent that such laws and regulations shall preempt or supersede the authority of the City with respect to this Permit or provision hereof. 15. Hydrostatic test reports generated during construction are to be furnished to the City. 16. Permittee agrees that it in the event it becomes necessary to lower, case or adjust the line(s) permitted herein because of future street improvements, utility or storm sewer crossings within the public rights- of-way covered by this Permit, said line(s) shall be lowered, cased or adjusted at the sole expense of the Permittee or its assigns. 17. Permittee agrees to install pipe with a reinforced concrete coating within the limits of 600 feet before and 500 feet after passing any developed residential, recreational or commercial areas. MAJOR PIPELINE PERMIT -4- HOLD HARMLESS PROVISION This permit is subject to and incorporates fully Chapter 66, Section 66-51 through 66-69, Code of Ordinances. By acceptance of this Permit, permittee agrees to pay for all damages to or loss of City of Port Arthur's property which are caused by, result from, or arise out of permittee's construction, operation, maintenance, repair or removal of such pipeline(s) within the City limits of the City of Port Arthur, and permittee further agrees to indemnify and hold the City of Port Arthur harmless against and from any and all suits, claims, and demands for damages to or loss of property of others or for personal injuries to or death of persons whomsoever, including all necessary costs and expenses to the City of Port Arthur relating to such claims, or demands, caused by, resulting from, arising, or growing out of or connected with the granting of this permit or permittee's construction, operation, maintenance, repair or removal of such pipeline(s) within the City limits of the City of Port Arthur, this indemnity provision shall apply notwithstanding that said damages and loss results partly from the negligence of the City of Port Arthur, its agents servants, or employees. This permit shall not become effective until the permittee has subscribed its acceptance hereof and furnished the City with bond and certification liability insurance as required by the City pursuant to the aforesaid Chapter. CITY OF PORT ARTHUR BY: TITLE: DATE: ATTEST: APPROVED FOR ADMINISTRATION: City Secretary Director of Public Works APPROVED AS TO FORM: Director of Planning City Attorney MAJOR PIPELINE PERMIT -5- All conditions of this Permit are understood and agreed to by Permittee. ACCEPTED: t...1 z.at 4., 14,4i vt Sv K Permittee: By r' P1/414--1^wt ?:e��:h¢�� Title: i ce- -i— Date: . / al ATTEST: (yff?.. ��PAY e`" v, , • < ? ,� Z _ 9�FOF�ya BOND #108008321 PIPELINE INSTALLATION BOND THE STATE OF TEXAS COUNTY OF JEFFERSON THAT we Port Arthur Pipeline. LLC , Principal, and Travelers Casualty and Surety Company of America , and Surety, authorized to do business in the State of Texas, acknowledge ourselves bound to the City of Port Arthur, Texas, and/or any person, firm or corporation in the penal sum of Fifteen Thousand and NO/100 ($15,000.00) Dollars, for the payment of which will and truly be made, we bind ourselves, our heirs, executors, and administrators, jointly and severally be these presents. The conditions of this obligation, however, are such that, whereas, the said Port Arthur Pipeline, LLC is engaged in the business of constructing, operating, and maintaining a pipeline for the transportation of petroleum products within the City of Port Arthur, Texas, pursuant to Permit No. 23-03 , granted by the said City, said Permit requiring a bond to be furnished in accordance with Chapter 66, Article II, Section 66-57 (a) and (c), Code of Ordinances of said City of Port Arthur, Texas, which said Permit and Section are made a part hereof for all intents and purposes. NOW, THEREFORE, be it understood that Principal will comply with the terms and conditions of Chapter 66, Article II, Sections, 66-51 through 66-69, Code of Ordinances, the aforesaid Permit issued thereunder, and will promptly pay, within the limits of the penal sum of this Bond, all damages for loss or injury suffered by the City of Port Arthur and/or any person, firm, or corporation that may result from Principal's operations under said Permit as it pertains to a public street, alley, or other public way or easement within the City of Port Arthur during the period until completion of the installation of the line or lines is approved in writing by the City Engineer. This Bond shall inure to the benefit of the City and any person who may suffer a loss or injury as stated above. PIPELINE INSTALLATION BOND PAGE 2 The expiration of the period which this Bond covers shall not affect any claim or cause of action thereon which may have accrued prior thereto, and the Bond shall remain in force and effect as to such prior accrued claims or causes of action. IN TESTIMONY WHEREOF, witness our hands this 22nd day of April A.D., 2024 . Port Arthur Pipeline, LLC BY: Travelers Casualty and Surety Company of America BY: thlielt4Tracy Ast , Attorney-in-Fact APPROVED AS TO FORM: City Attorney APPROVED FOR ADMINISTRATION this day of A.D., BY: Director of Public Works CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Los Angeles On QR.2 2 2024 before me, Becky Gomez, Notary Public, personally appeared Tracy Aston who proved to me on the basis of satisfactory evidence to be the person(s)whose name()is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in hia/her/theif authorized capacity{ies}, and that by his/her/their signature( on the instrument the person($, or the entity upon behalf of which the person(-$ acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. BECKYGOMEZ WITNESS my hand and official seal. Notary Pubii<•California Orange County NV/ Commission#2455974 c" My Comm.Expires Jul 30,2027 Signature IMAia nature of No Public Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company TRAVELERS J St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint TRACY ASTON of LOS ANGELES , California , their true and lawful Attorney(s)-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF,the Companies have caused this instrument to be signed,and their corporate seals to be hereto affixed,this 21st day of April, 2021ft:" E ammo), t weate,rf), State of Connecticut By: City of Hartford ss. Robert L Rane , enior Vice President On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. �'�PNDiy'4 , IN WITNESS WHEREOF, I hereunto set my hand and official seal. rr'`''R a "Avei NbTARY My Commission expires the 30th day of June,2026 t,4 Anna P. Nowik,Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies,which resolutions are now in full force and effect,reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority;and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary,any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in- Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which remains in full force and effect. Dated this day of APR 2 2 2024 ,Istiottik.. s4."4"0 .,„bo mE 43 O� s cis► a CON o ert j��f ter- '�i.t1 ,. Kevin E.Hughes,Assi tant Secretary To verify the authenticity of this Power of Attorney,please call us at 1-800-421-388a Please refer to the above-named Attorneys)-in-Fact and the details of the bond to which this Power of Attorney is attached. State of Texas County of ,avy Ls This instrument was acknowledged before me on Of fl j,,-)Cx 'i by Michael Hutchinson, Vice President of Port Arthur Pipeline, LLC, a Delaware limited liability company, on behalf of said company. kAD Notary Public Signature SUNAINA LAW ';' ?Notary Public,State of Texas Comm.Expires 09.12-2027 ++igste Notary ID 130350760 � �� DATE(MMIDDIYYYY) A C AJ R CERTIFICATE OF LIABILITY INSURANCE 04/11/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH USA LLC. NAME' FAX 111 S.W COLUMBIA (tic,NE No,Ext);_ (NC,No): FIFTH FLOOR E-MAIL PORTLAND,OR 97201 ADDRESS. NM:SealtleLertrequest@marsh.com W Fax:212-948-0507 INSURERS)AFFORDING COVERAGE NAIL A CN101763283-STND-GAWU-23-24 PAP INSURERA:_Everest,NatiogalInsurertceCo 10120 INSURED INSURER B: NWA N/A Port Arthur Pipeline,LLC c/o Sempra Insurance&Risk Advisory INSURER C: jam N/A 488 8th Avenue INSURER D: N/A N/A San Diego,CA 92101 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-004009375-02 REVISION NUMBER: 6 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR AWL U8it - POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE INSD 1NVD POLICY NUMBER I IMMIDDIVYYY).IMMJDDIYYYYI A X i COMMERCIAL GENERAL LIABILITY EN4GL0008823' 11/01/2023 11/01/2024 EACH OCCURRENCE $ 3,000,000 AMA`OtTO'RENT CLAIMS-MADE I X I OCCUR PREMISES(Ea occurrencel___$ 100,000 MED EXP(Any one person) $ 5.000 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIESPER: GENERAL AGGREGATE $ 3,000,000 �X POLICY J7ECT 1 LOC PRODUCTS COMP/OP AGG $ 1,000,000 OTHER AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (ELL $ I ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTYDAMACE' $ AUTOS ONLY AUTOS ONLY (trnl) UMBRELLA LIAB 1OCCUR EACH OCCURRENCE $ EXCESS LIAB (CLAIMS-MADE AGGREGATE $ � DED I I RETENTIONS WORKERS COMPENSATION PER AND EMPLOYERS'LIABILITY YIN _._. I O STATUTE . ER ANYPROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT ,$ OFFICERiMEMBEREXCLUDED? N/A -"" (Mandatory In NH) El.DISEASE-EA EMPLOYEE $ If yes,desaibe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT I$ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) With respect to General Liability,the Certificate Holder is included as additional insured but only to such extent and for such limils of Liability(subject always to the Terms and Limits of the policy)as the INSURED has agreed to provide insurance for the Certificate Holder under the following contract and/or operalions:Waiver of subrogation is applicable where required by written contract and subject to policy terms and conditions with respect to the policy.INSURED shall provide at least 15 days prior written notice of termination of insurance or any modification of insurance to the City. CERTIFICATE HOLDER CANCELLATION City of Port Arthur SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Attn:Rhonda Bell THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 444 4th Street ACCORDANCE WITH THE POLICY PROVISIONS. Port Arthur,TX 77640 AUTHORIZED REPRESENTATIVE We z ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AFFIDAVIT THE STATE OF TEXAS § COUNTY OF JEFFERSON § BEFORE ME, the undersigned authority, on this day personally appeared r(I -1 4'A���''"I'1 , known to me to be a creditable person, who after being duly sworn upon oath did depose and say: ,�ll THAT he/she is V LQ--- R�' ''Je-'`'} Representative Title and that he/she is fully authorized to make this Affidavit on its behalf as its representative and that he/she is fully cognizant of the /fajc�ts herein stated: THAT pod_ - plol+io/ LL-( proposes +p i vt Ll t 11 Z" p i Pc!.li IV— -lv 'ar1-Spe rL Ar e.5. IL P;ee- ,l.);11 Coiled- (�" Pvcil 4r gv Li% i'e5 ;it Signature 1 cL�dCt,� �k+C.-.WMS y v1 Printed Name \CC— ('�i L. Title This instrument was acknowledged before me this the cr�1 44+" day of A Q i'; t , , by am.WA-AV, ' My commission Expires : 3k'k �45 14. �/ Notary P is Es H(/ , Printed Name �P pRY PG• `Si Seal ? °< -i\ y z F.�- 33833. '/��,i,AOs'2 812°...„0 JEFFERSON COUNTY, TEXAS CITY OF PORT ARTHUR,ABSTRACT NO.954 re fx A/ z Li, 0 0 5.ia z c a ao �¢ 0z / z� oowwo 6- Lu Lu 0 0 are d3 wo 0w v w w d co JEF-007 ) N:10810835.39 � / ' /" E:1343071.14 ,/ / LAT:29.7833650° lie sr u LONG:-93.9376406° tie / 36' fr"�CL PROPOSED 42"PIPELINE AV 44$ 4' i,4` PLAN 4, �*0'44 d�,j HORIZ:1"=40' d a a 0 a w J 0 illp wp T N N ~ i 4 I ii NATURAL GROUND iii 0 _. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _g -10'—. , , ---10' i -20' — . . . . . . . . . . . . . .—-20' ' 59,4' i -30'--. . .. . . . . . . . . . . . . . . . . . . : . . . , . . . . . . . . . .(5'MIN.COV.) . _ . . . . . . . CL PROPOSED 42'PIPELINE -40' —. _ . . . . —,40' i -50' — -".yG'.5��" 50' -70' —-70. . , .--80' 0+15 1+00 2+00 2+71 I PROFILE HORIZ:1"=40' ' VERT:1"=40' NOTES: FBE&ARO EXTERNAL COATING 1 CROSSING PIPE SHALL EXTEND HORIZONTALLY A MINIMUM OF 5'BEYOND RIGHT-OF-WAY LIMITS. PRODUCT:NATURAL GAS 2 TRAFFIC CONTROL TO BE MAINTAINED DURING INSTALLATION. CROSSING PIPE:42'0.D.X 0.864'W.T.MIN,API 5L,PSI 2, 3. PROPOSED PIPELINE WILL MAINTAIN MINIMUM Z CLEARANCE FROM UTILITIES AND FOREIGN X-70 DSAW WITH FUSION BONDED EPDXY AND ARO PIPELINES MINIMUM TEST PRESSURE:2,160 PSIG 4. TXDOT REQUIREMENTS:UNCASED PIPELINES SHALL HAVE AT LEAST FIVE(5)FEET OF COVER 1 MAXIMUM OPERATING PRESSURE.1,440 PSIG BELOW THE ROADWAY AND THREE(3)FEET OF COVER BELOW DITCHES OR STRUCTURES. INSTALLATION METHOD HOD 5, COORDINATE SYSTEM:NAD 83 DATUM,ZONE 15,US FOOT,CENTRAL MERIDIAN 93 W 11, i DRAWN LBR DATE 03/01/2024 PORT ARTHUR PIPELINE LOUISIANA CONNECTOR(PAPLC) ! CHECKED Fl DATE o3ro,/2024 Port Arthur ROAD CROSSING DRAWING APP'D MAB DATE 03/01/2024 Pipeline SCALE ASSHOWN SHEET 1OF/ PROPOSED 42" PIPELINE ' Joa NO. 23707 S LEVEE ROAD .j Universal Pegasus JEFFERSON COUNTY TEXAS • INTERNATIONAL 1 4; , DRAWING NO. REV. 0 0312612024 ISSUED FOR CONSTRUCTION PALC-TMP-UPI-PER-60100-PLN-0042 0 UNIVERSAL ENSCO INC.-TX FIRM F-1042 I P ffRAWINf:NO 93707.415-PMW.Ot42 Port Arthur Pipeline PORT ARTHUR PIPELINE Engineering & Construction PIPELINE DESCRIPTION The intent of this pipeline is for Port Arthur Pipeline, LLC (PAPL) to provide firm delivery of natural gas to Port Arthur LNG, LLC (PALNG). The PAPL Louisiana Connector (PAPLC) will originate near Ragley, LA with interconnects located at the Beauregard Parish Compressor Station. PAPLC will then travel -72 miles across Beauregard, Calcasieu, and Cameron Parishes in Louisiana before crossing both Orange and Jefferson Counties in Texas before terminating on-site at PALNG. L—'PAPLC(72 miles) ■ Proposed Compressor Station LNG Facility Salt Cavern Gas Storage Proposed Salt Cavern Gas Storage 0 Gas Hub Gillis,[ A,Compressor Station 40°- I Lake Charles PAPLC 72 miles) / Beaumont Vidor O — i Spindletop Golden Triangle / LA Storage Port Arthur / Port Arthur LNG Gulf of Mexico 20 miles Port Arthur LOUISIANA CONNECTOR PIPELINE PROJECT Pipeline:, PIPELINE BASIS OF DESIGN PALC-PJT-PEC-BOD-60000-PLN-0001 Revision (0) DESIGN PARAMETERS / OPERATING CONDITIONS / SPECIFICATIONS Pipeline Design Parameters: • Service: Natural Gas • Pipeline Diameter: 42 in • Design / Normal Flow: 2050 mmscfd • Pipeline Maximum Velocity: 75 ft/s • Gas Temperature (Min/Max): 60°F / 110°F • MAOP: 1440 psig • Flange Ratings: 600# • Wall Thickness: Calculated based on MAOP & Required Design Factors and/ or Bending and Pulling Stresses for Bores • Bends: 6D Minimum Bend Radius or 3R Segmentable Fittings • All bends under 24 degrees are assumed to be achieved through field bends. 45-degree vertical induction bends will be used for bores. Horizontal bends greater than 24 degrees will be achieved by segmentable fabricated elbows. • Induction bends shall be 42" OD bent on a 6D CLR and be supplied using 24" tangents. The ends shall have 30-degree beveled ends. The bends shall be coated with 14-mil minimum 3M 327 spray coating or SP2888 specialty polymer spray coating. • All segmentables shall be 42" OD Mandrel Formed 3R Elbows per MSS SP75. Elbows shall have 30-degree beveled ends. The bends are quoted as WPHY-70 material with 14-mil minimum coating of Pipe Clad 2000 or 3M Skotchkote 6233. • Externally FBE and/or ARO Coated — See Below • Internally Coated (130 micro inches) — See Below • Marsh /Wetland Buoyancy Control: Concrete Coating (push / barge laid line pipe) — See Below • Upland Wetland Buoyancy Control: Sack Weights (conventional laid line pipe) — See Below • 2 Lane County or State Roads / Railroad Crossings: Conventional Bored & Uncased - Per API 1102 (depth per DOT permit requirements) • Rivers / Creeks / Large Canals / Foreign Pipeline Clusters / Intrastate Highways /4 Lane Highways / Etc. Crossings: Horizontal Directional Drill and /or Direct Pipe • Foreign Pipeline Crossings: Min separation 2 feet • Depth of Cover 3 feet minimum (per Code or as specified on AS) / Roads & Ditches per DOT requirements / Or as specified on Line List • Hydrostatic Test Requirements: Min 1.25 x DP for Class I & II and Min 1.5 x DP for Class III per Code Requirements, (Target 95-98% SMYS) Page 2 of 5 Port Arthur LOUISIANA CONNECTOR PIPELINE PROJECT Pipeline PIPELINE BASIS OF DESIGN PALC-PJT-PEC-BOD-60000-PLN-0001 Revision (0) Right of Way Design &Workspace Parameters (Refer to Appendix 1 Below): • Permanent ROW Width: 50 feet • Temporary Workspace Width (non-wetland areas): 75 • Temporary Workspace Width (upland wetland areas): 50 • Additional Temporary Workspace: As specified on Alignment Sheets Pipeline Material Requirements /Specification: • Code: API 5L (PSL 2) • Specification: Sempra Line Pipe (Refer to Table 1 Below) • Pipe Outside Diameter: 42 in • Wall Thickness: Per Line Pipe Data Sheet • Material Type: Carbon Steel (per Sempra Specification Chemical Properties) • Grade of Pipe: PSL 2 • Seam Type: Longitudinal or Helical • Joint Factor: 1 • Seam Weld: HFERW/ SAWL / SAWH / DSAWL or SPIRAL • Joint Length: Single Randoms / Double Randoms /Triple Randoms (as specified in data sheet) • NDE: 100% Page 3 of 5 Port Arthu\ LOUISIANA CONNECTOR PIPELINE PROJECT Pipeline PIPELINE BASIS OF DESIGN PALC-PJT-PEC-BOD-60000-PLN-0001 Revision (0) Table 1 - Line Pipe Specifications PIPE PIPE DESCRIPTION CONSTRUCTION CLASS ITEM # METHOD 42" O.D. X 0.600" W.T., API 5L, X70, PSL2, DSAW OR 1 SPIRAL, 3 MILS INTERNAL COATING, 14-16 MILS FBE OPEN CUT 1 42" O.D. X 0.600" W.T., API 5L, X70, PSL2, DSAW OR 2 SPIRAL, 3 MILS INTERNAL COATING, 14-16 MILS FBE OPEN CUT 1 WITH CONCRETE COATING 42" O.D X 0.720" W.T., API 5L, X70, PSL2, DSAW OR 3 SPIRAL, 3 MILS INTERNAL COATING, 14-16 MILS FBE, 26- BORE 1 30 MILS ARO 42" O.D. X 0.864" W.T., API 5L, X70, PSL2, DSAW, 3 MILS 6 INTERNAL COATING, 14-16 MILS FBE, 26-30 MILS ARO HDD 1 42" O.D. X 0.720" W.T., API 5L, X70, PSL2, DSAW OR 4 SPIRAL, 3 MILS INTERNAL COATING, 14-16 MILS FBE OPEN CUT 2 42" O.D. X 0.720" W.T., API 5L, X70, PSL2, DSAW OR 5 SPIRAL, 3 MILS INTERNAL COATING, 14-16 MILS FBE OPEN CUT 2 WITH CONCRETE COATING _ 42" O.D. X 0.864"W.T., API 5L, X70, PSL2, DSAW, 3 MILS 6 INTERNAL COATING, 14-16 MILS FBE, 26-30 MILS ARO HDD 2 42" O.D. X 0.864" W.T., API 5L, X70, PSL2, DSAW OR 9 SPIRAL, 3 MILS INTERNAL COATING, 14-16 MILS FBE, 26- BORE 2 30 MILS ARO 42" O.D. X 0.864"W.T., API 5L, X70, PSL2, DSAW, 3 MILS 6 INTERNAL COATING, 14-16 MILS FBE, 26-30 MILS ARO HDD 3 42" O.D. X 0.864" W.T. API 5L, X70, PSL2, DSAW OR 7 SPIRAL, 3 MILS INTERNAL COATING, 14-16 MILS FBE OPEN CUT 3 42" O.D. X 0.864" W.T., API 5L, X70, PSL2, DSAW OR 8 SPIRAL, 3 MILS INTERNAL COATING, 14-16 MILS FBE OPEN CUT 3 WITH CONCRETE COATING 42" O.D. X 0.864" W.T., API 5L, X70, PSL2, DSAW OR 9 SPIRAL, 3 MILS INTERNAL COATING, 14-16 MILS FBE, 26- BORE 3 30 MILS ARO FBE Internal Coating - Line Pipe Requirements / Specifications: • Application: All line pipe in upland areas or upland wetlands (refer to data sheet) • Coating Type: Fusion Bonded Epoxy • Surface Preparation: SSPC-SP-10 or NACE No.2 • Thickness: 3 mils (-1 mil / +3 mils) FBE External Coating - Line Pipe Requirements / Specifications: • Application: All line pipe laid by conventional methods • Coating Type: Fusion Bonded Epoxy Page 4 of 5 Port Arthur LOUISIANA CONNECTOR PIPELINE PROJECT Pipeline =' PIPELINE BASIS OF DESIGN PALC-PJT-PEC-BOD-60000-PLN-0001 Revision (0) • Surface Preparation: SSPC-SP-10 or NACE No.2 • Thickness: 15 mils (-1 mil / +3 mils) ARO External Coating — Line Pipe Requirements / Specifications: • Application: All line pipe installed by boring /direct pipe and/or segments pulled into place • Coating Type: Fusion Bonded Epoxy /Abrasion Resistant Overlay • Surface Preparation: SSPC-SP-10 or NACE No.2 • Coating Thickness: 24-30 MILS ARO, totaling 40 mils (-1 mil + 3 mils) FBE External Coating - Field Welds Requirements / Specifications: • Application: All field welds • Manual Applied Coating Type: Liquid Epoxy (Denso Protal 7200 & SPC SP-2888) • Automatic Machine Applied Coating Type: Approved FBE Powder; 15 mils (-1 mil / +3 mils) (preferred method) • Surface Preparation: SSPC-SP-10 or NACE No.2 • Thickness: 15 mils (-1 mil / +3 mils) Page 5 of 5 LEGEND EXHIBIT "A" END PROPOSEDFOUND JEFFERSON COUNTY, TEXAS N T S NOT TO SCALE M.L.MC KEE SURVEY,ABSTRACT NO.930 —@— PROPERTY LINE CENTERLINE CITY OF PORT ARTHUR SURVEY,ABSTRACT NO.931 I PERMANENT SERVITUDE I R IRON ROD I.P IRON PIPE P S PERMANENT SERVITUDE T.W.S. TEMPORARY WORKSPACE TRACT NO TRACT NUMBER /Ni/6 BK BOOK 17j, PG. PAGE �NO. NUMBERP O-C POINT OF COMMENCING P.O.T. 0 600 1200 P.O.B. POINT OF BEGINNING -BRASS DISC ♦ 50'P.S. mom=� PO.T POINT OF TERMINATION CITY OF PORT ARTHUR TAR TEMPORARY ACCESS ROAD IN BULK HEAD It t0,B35,ifi26 SCALE'. 1"=100' PAR PERMANENT ACCESS ROAD E:1,354,379.2 D.R.J C.T DEED RECORDS JEFFERSON COUNTY,TEXAS ® TEMPORARY WORKSPACE (TRACT NO.JEF-008' TRACTNO.JEF-009 CITY OF PORT ARTHUR a\ BK.2,PG.116 8 162 D.R.J.C.T. , N32'09'09'E-6,653.6' N BASELINE 50'P.S. $ / PROP. 50'P.S. i .77 z z e I. / N50'47'00'W / / �4 7 ' m P O.B. 1,432.4' ` / °' / 1 to 50'P.S. ! f co' / ?S LU NEl 1,350,8383 ` , / ' BASELINE / y co$ / 5 P.O.C. / CALCULATED CORNER 50'P.S. / ° NOTES 0 4� 1 ALL BEARINGS,DISTANCES,AND COORDINATES SHOWN HEREIN ARE > GRID,BASED UPON THE UNIVERSAL TRANSVERSE MERCATOR(UTM) ctI PROJECTION,ZONE 15,NORTH AMERICAN DATUM OF 1983 o [NAD83(2011J(EPOCH:2010.0000)1,U.S.SURVEY FEET,AS DERIVED FROM 4 AN ON-THE-GROUND SURVEY PERFORMED BY ATWELL,LLC,DECEMBER w 2022 - o ' > 2 OWNERSHIP INFORMATION FOR THIS EXHIBIT WAS FURNISHED BY m.LU REPRESENTATIVES OF THE CLIENT AND IS NOT WARRANTED BY THE WILLIAM S.ABRAHAM UNDERSIGNED SURVEYOR. o IL 3.THIS IS NOT A BOUNDARY SURVEY.IT IS A ROUTE SURVEY AS PER LAC - 2052 TITLE 46 PART LXI§2909,PROPERTY CLASSIFICATION D. __ - 5 4.SEE EXHIBIT'S",SHEET 2 OF 2,FOR EASEMENT DESCRIPTION " a • 0 I,WILLIAM S ABRAHAM,DO HEREBY CERTIFY THAT THIS SURVEY WAS L MADE ON THE GROUND AND THAT THIS PLAT CORRECTLY I- REPRESENTS THE FACTS FOUND AT THE TIME OF THE SURVEY CC TRACT NO.JEF-WB ETRACT NO.JEF-009 11-:". 11/17R023 CITY OF PORT ARTHUR wC WILLIAM S,ABRAHAM DATE: PROFESSIONAL LAND SURVEYOR TOTAL DISTANCE ACROSS PROPERTY: 6,653.6'(403.25 RODS) cc n TEXAS REGISTRATION NO 2052 AREA OF PERMANENT SERVITUDE: 7.64 ACRES N SURVEY COA NUMBER:VF755 2 ATWELL,LLC. AREA OF TEMPORARY WORKSPACE: 38.18 ACRES L, 10100 REUNION PLACE, SAN ANTONIO,TX 78218 d REV OWN CHKD DATE SCALE AS SHOWN DATE r PAPLC DOC NO. EL OWN BY. BNN 11/02/23 PALL TMMIRPLT-501001LA-1063 aCHKD BY: SD 11/02/23 Port Arthur UPI DOC.NO. 2 -0 FINAL CK. WSA 11/16/23 Pipeline 23707-920LV-1080 m ENGR: UPI 11/07/23 REVISION o APPRV. WSA 11/16/23 _ U ryPROJECT NAME r PAPLC SERVITUDE PLAT o PIPELINE PROJECT PERMANENT SERVITUDE UPON THE PROPERTY OF K 0 BNN SD 11/16/2023 CITY OF PORT ARTHUR PREPARED BY. ATWELL,LLC. I PROJECT NUMBER.22006787 IL SHEET 1 OF 2 EXHIBIT "A" JEFFERSON COUNTY, TEXAS N.COLEMAN SURVEY,ABSTRACT NO. 12 N FND BRASS DISC IN CONCRETE 0 500 1000 SCALE: 1'=1000' N N N THE CITY OF i N N PORT ARTHUR,TEXAS Mr N CALLED 1,326.12 ACRES N TRACT 1 CALLED 3,230.7 ACRES SABINE LAKE N N TRACT 3 VOL.1532,PG.115 �'PS N D.R.J.C.T. 0 N /� T\ �A 0 POINT OF / /RI r / \ l• 0 \ TERMINATION / / \ 1�� \ �'- NE01,343.1�042 / / NyN�L \`\�� l / A��q \t d N49'16'40'E-1,643.0' C / gi ON CENTERLINE '\ / o 50'P.E. / / POINT 5- BEGINNINGNG m N.10,909,792 0 WO P ALNGCOMMONFACILITIES E.1,341,0590 SEE DETAIL"A" a COMPANY,LLC g CALLED 624.700 ACRES '� IIIIIII PAGE 2 TRACT2N C.C.F.N.2019023057 �• DESCRIBED IN 4,'/ 3 GGFN 4/ 0 2036017390 A�/ CENTERLINE ti/ i• TAR. /1. (WIDTH VARIES) ! POINT OF COMMENCING y SEE DETAIL"B" PAGE 3 Wr FND.1 I.R. / cy JEFFERSON COUNTY,TEXAS 1f CALLED 110.442 ACRES v[3 C C F N 2004017255 O.P.R.J.C.T. „�t� F Fl �y...ip1$TFA::f § 4y.2- l' ' (.0'TO') z y •"CHRIS WALTERSCHEIDT.. 0! ... ........... ..... w '_..0 61130 i w .'90� a•P'Qi 0 a ( TRACT NO.JEF-006 3 i ( TRACT NO.JEF-007 I,CHRIS WALTERSCHEIDT,DO HEREBY CERTIFY THAT THIS SURVEY WAS THE CITY OF WMADE ON THE GROUND AND THAT THIS PLAT CORRECTLY REPRESENTS PORT ARTH UR,TEXAS , THE FACTS FOUND AT THE TIME OF THE SURVEY. 8 Gt9 10-24-2022 TOTAL DISTANCE ACROSS PROPERTY: 1,643.0'(99.58 RODS) AREA OF PERMANENT EASEMENT: 1.89 ACRES CHRIS WALTERSCHEIDT DATE: TOTAL DISTANCE ACROSS T.A.R.: 1,234.8'(74.84 RODS) PROFESSIONAL LAND SURVEYOR AREA OF T.A.R.: 1.14 ACRES TEXAS REGISTRATION NO.10194153 E ATWELL-GROUP LLC/10100 REUNION PLACE,SAW ANTONIO,TX 78216 O N Q REV OWN CHI03 DATE SCALE AS SHOWN DATE PAPLC DOC.NO. OWN BY LG 102122 PAIGTMP1PI7LT-00100P1N-0001 Z CHKD BY, MD 102 1 1/22 Port Arthur UPI DOC.NO. �J FINAL CK DH 10/21/22 Pipeline 25135-28075250_PPL-0004 0 ENGR. MJ 10/21/22 REVISION APPRV: DH 1021/22 1 PROJECT NAME ii PAPLC EASEMENT PLAT S 1 EG CW 10/21/2022 PIPELINE PROJECT PERMANENT EASEMENT UPON THE PROPERTY OF z 0 OU PC 08/19/2021 THE CITY OF PORT ARTHUR,TEXAS u. PREPARED BY ATWELL-GROUP,LLC ' PROJECT NUMBER:22006283 PAGE 1 OF 5 EXHIBIT "A" JEFFERSON COUNTY, TEXAS N. COLEMAN SURVEY,ABSTRACT NO. 12 THE CITY OF PORT ARTHUR.TEXAS CALLED 1,326.12 ACRES TRACT 1 CALLED 3,230.7 ACRES TRACT 3 VOL.1532,PG.115 D.R.J.C.T. / / / / / /p // POINT OF /9 TERMINATION /,N, / N:10,810,863.9 /•�i / E:1,343,104.2 kJ a / /// // SABINE LAKE SS / 0 Z ,/ // CENTERLINE o 2s -APO / 50'P.E. / ADA / 0 / i m /Lu / / 2s O / / F / // / 0 a ct1 �� CENTERLINE q POINT OF �.p CP '9: T.A.R. BEGINNING 0 tc (WIDTH VARIES) N:,a,341,792.0 'p" y SEE DETAIL"B" a E:i,34,,859.0 �1 �"5- PAGE 3 $ .),ku -5- 0 "9)... DETAIL"A" G1yc� cPP, N.T.S. 0 0Z -090 ,A 0y�` �•P w �i NOTES. 1 cn Z� 1 OWNERSHIP INFORMATION FOR THIS EXHIBIT WAS FURNISHED BY d LEGEND `/ REPRESENTATIVES OF THE CLIENT AND IS NOT WARRANTED BY THE SURVEYOR.THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT 0 OF A LIMITED TITLE CERTIFICATE. I- FND. FOUND a PROP PROPOSED 2. ALL BEARINGS.DISTANCES AND COORDINATES CONTAINED HEREIN ARE N.T.S. NOT TO SCALE GRID BASED ON THE UNIVERSAL TRANSVERSE MERCATOR(UTM),ZONE a —R— PROPERTY LINE 15,NORTH AMERICAN DATUM OF 1983(NAD 83),U.S.SURVEY FEET AS Co CENTERLINE DERIVED FROM A GPS SURVEY PERFORMED BY UNIVERSAL ENSCO,INC., Co PERMANENT EASEMENT NOVEMBER 2020 I.R. IRON ROD m P.E. PERMANENT EASEMENT k4 TRACT NO. TRACT NUMBER 3.THIS PLAT IS PROVIDED WITH AN ACCOMPANYING DESCRIPTION 25 O.P.R.J.C.T. OFFICIAL PUBLIC RECORDS OF JEFFERSON COUNTY,T.XAS LABELED-EXHIBIT B-AND ATTACHED HERETO. N di C.C.F.N. COUNTY CLERKS FILE NUMBER 4.THIS SURVEY WAS PERFORMED FOR THE SPECIFIC PURPOSE OF O W/ WITH-2 TWS TEMPORARY WORKSPACE ESTABLISHING A SURFACE FOR A EASEMENT ACQUISITION. 0 I- REV ZQ OWN CHIC/ DATE SCALE' AS SHOWN DATE PAPLC DOC.NO. DWN BY: LG 1D/21/22 PALGTMP-UPI•PLT80108PLN-0004 2 CHKD BY: MD 10121/22 Port Arthur s', UPI DOC.NO. FINAL GK. OH 10/21/22 Pipeline 1 2513526075250-PPL-0004 co ENGR.: MJ 10/21/22 REVISION REVISION 0 ao APPRV: DH 10/21/22 '',--✓O 1 re PROJECT NAME 5.• PAPLC EASEMENT PLAT p 1 EG CW 10/21/2022 i 0 OU PC 08/19/2021 PIPELINE PROJECT PERMANENT EASEMENT UPON THE PROPERTY OF J THE CITY OF PORT ARTHUR,TEXAS PREPARED BY. ATWELL-GROUP,LLC I PROJECT NUMBER:22036283 LL PAGE 2 OF 5 EXHIBIT "A" JEFFERSON COUNTY, TEXASIlk N.COLEMAN SURVEY,ABSTRACT NO. 12 N 6 SEE LINE TABLE IPAGE 4 0 150 300 MMIM SCALE: 1"=300' THE CITY OF PORT ARTHUR,TEXAS CALLED 1,326.12 ACRES TRACT 1 CALLED 3,230.7 ACRES // TRACT 3 / / POINT OF VOL.1532,PG.115 D.R.J.C.T. // / TERMINATION / N:10.810,863.9 / / fig E:1,343,104.2 1 // // CENTERLINE / // 50'P.E. // / / / /0,a•G / /,G,�• 'r L27 a / ilz2 SABINE LAKE s / / �$ p 0 /// LI9 L29 / / / / :.-° 0 \ w / // / / / /CO . Ile n. J rq J 2 POINT OF Li BEGINNING \\*.%%. c N:10,809,792.0 CENTERLINE s Q E:1,341.859.0 T.A.R. \IR (WIDTH VARIES) S Cio tr La L9—t10 4 O� L7 - L11 ��4. L5L6 -L12i 9��2(C` L4 I \�\ , I-2 \ {,) Z � / \ o / 71 o 1 W • • w 22�J- IL36 1L38 L39 DETAIL"B" \ e, Lao 1"=300' \ • L41 \ • L42 / \` • L43 / POINT OF / BEGINNING / I TAR. '-- N:10,809,119.7 % E:1,342,392.5 z 0 z < REV OWN CHKD DATE SCALE AS SHOWN DATE PAPLC DOC.NO. OWN BY: LG 102122 \y PacT►awv�ali6(1106P11{0001 cHlm BY: MD 102,22 Port Arthur\ UPI DOC.NO. FINAL CK: DH 102122 Pipeline i 25135-26075250-PPL-0004 CO ENGR.: MJ 102122 / REVISION O APPRV: DH 10/2122 f/ 1 PROJECT NAME o• i LR PC 09/09/2022 PAPLC EASEMENT PLAT u. 0 OU PC 08/19/2021 PIPELINE PROJECT PERMANENT EASEMENT UPON THE PROPERTY OF w THE CITY OF PORT ARTHUR,TEXAS d PREPARED BY: ATWELL-GROUP,LLC I PROJECT NUMBER:22006283 LL PAGE 3 OF 5 • EXHIBIT "A" JEFFERSON COUNTY, TEXAS N.COLEMAN SURVEY,ABSTRACT NO. 12 LINE TABLE NO. BEARING DISTANCE NO. BEARING DISTANCE NO. BEARING DISTANCE L1 N36°39'16"W 101.4' L21 N07°47'58°W 77.8' L41 S11°41'16'E 5.0' L2 S42°08'49"E 4.8' L22 N18°43'36"W 33.3' L42 S21°14'12"E 5.0' L3 S51°23'14"E 4.8' L23 N28°34'38'W 43.7' L43 S30°47'07'E 5.0' L4 S60°37'39"E 4.6' L24 N49°16'41"E 40.9' L5 S69°52'03"E 4.8' L25 S28°34'37'E 55.7' L6 S79°06'28'E 4.8' L26 S18°43'37"E 40.6' z .) L7 S88°20'53'E 4.8' L27 S07°47'58"E 79.9' L8 N82°24'42"E 4.8' L28 S12°40'10"E 22.5' O w L9 N73°10'18"E 4.8' L29 S10°08'36'W 32.3' 5. n L10 N63°55'53'E 4.8' L30 S10°32'20"W 273.4' w a coL11 N54°41'28'E 4.8' L31 S10°26'39'W 226.7' r g L12 N45"2T 03'E 4.8' L32 S9°29'0TW 228.3' oL13 N40°49'51"E 10.2' L33 S7°01'46'W 187.1' � L14 N34°23'40'E 502 L34 S34°23'39"W 62.2' :.4' L15 N07°01'46'E 178.2' L35 S40°49'51'W 34.6' w L16 N09°29'07"E 229.5' L36 S36°03'23°W 5.0' L17 N10°26'39'E 227.1' L37 S26°30'28"W 5.0' 4 L18 N10°32'20"E 273.3' L38 S16°57'32"W 5.0' L19 N10°08'36"E 24.1' L39 S07°24'36"W 5.0' L20 N12°40'10"W 16.1' L40 S02°08'20"E 5.0' S z a ce w Li_ w cil w w 'C a a 0 a a- a w w O 2 O r ZQ REV OWN CHKO DATE SCALE: AS SHOWN DATE ` \ PAPLC DOC.NO DWN BY: LG 10/21/22 \`j GTM PALP-UPI-PLT�(110t}PLN0004 N CHKD BY: MD 10/21/22 Port UPI DOC.NO. gFINAL CK: DH 10/21/22 Pipeline 25135-26075-250-PPL-0004 y0 ENGR.. MJ 10/21/22 REVISION a0 APPRV: DH 10/21/22 `�., ,.- 1 g PROJECT NAME 0 1 EG CW 10/21/2022 PAPLC EASEMENT PLAT u. 0 OU PC OB/192021 PIPELINE PROJECT PERMANENT EASEMENT UPON THE PROPERTY OF w THE CITY OF PORT ARTHUR,TEXAS PREPARED BY: ATWELL-GROUP,LLC PROJECT NUMBER 22006283 IL PAGE 4 OF 5 TRACT No.JEF-006&JEF-007 UPI Doc No.25 1 3 5-2607 5-250-PPL-0004 PAPLC Doc.No.PALC-TMP-UPI-PLT-60100-PLN-0004 EXHIBIT "B" DESCRIPTION OF A FIFTY(50)FOOT WIDE PERMANENT EASEMENT,BEING UPON,OVER, THROUGH AND ACROSS A CALLED 1,326.12 ACRE TRACT AND A CALLED 3,230.7 ACRE TRACT OF LAND IN THE NAME OF THE CITY OF PORT ARTHUR, TEXAS,AS RECORDED IN VOLUME 1532, PAGE 115 OF THE DEED RECORDS OF JEFFERSON COUNTY, TEXAS (D.R.J.C.T), SITUATED IN THE N.COLEMAN SURVEY,ABSTRACT NO. 12,OF JEFFERSON COUNTY TEXAS, REFERRED TO HEREIN AFTER AS THE ABOVE REFERENCED TRACT OF LAND, SAID FIFTY (50) FOOT WIDE PERMANENT EASEMENT BEING SITUATED TWENTY-FIVE(25)FEET ON EACH SIDE OF THE HEREIN DESCRIBED CENTERLINE,THE SIDELINES OF SAID PERMANENT EASEMENT BEING LENGTHENED OR SHORTENED TO INTERSECT THE BOUNDARIES OF THE ABOVE REFERENCED TRACT OF LAND, BEING MORE PARTICULARLY DEPICTED BY THE ACCOMPANYING PLAT, AND DESCRIBED AS FOLLOWS, WITH ALL BEARINGS AND DISTANCES HEREIN BEING GRID, BASED UPON THE UNIVERSAL TRANSVERSE MERCATOR(UTM),ZONE 15, NORTH AMERICAN DATUM OF 1983(NAD 83), U.S. SURVEY FEET AS DERIVED FROM A GPS SURVEY PERFORMED BY UNIVERSAL ENSCO, INC., NOVEMBER 2020. COMMENCING at a one half (1/2) inch iron rod with cap found at the Northeast corner of a called 110.442 acre tract as recorded in County Clerk's File Number(C.C.F.N.)2004017255 of the Official Public Records of Jefferson County, Texas(O.P.R.J.C.T.); THENCE North 42°42'35" East, a distance of 1,582.3 feet to the POINT OF BEGINNING of the herein described tract, having coordinates of North 10,809,792.0 and East 1,341,859.0, being on the West line of the above referenced tract of land, same being the waters edge of the Sabine- Neches Waterway(Port Arthur Ship Channel), THENCE through and across the above referenced tract of land,the following course and distance: North 49°16'40"East, a distance of 1,643.0 feet to the POINT OF TERMINATION of the herein described centerline, having coordinates of North 10,810,863.9 and East 1,343,104.2, being on the East line of the above referenced tract of land, same being at the waters edge of the Sabine Lake,from which a brass cap in concrete found at the Northeast corner of a called 627.700 acre tract as recorded in C.C.F.N. 2019023057, bears North 44°34'01"West,a distance of 7,462.0 feet,said centerline having a total length of 1,643.0 feet(99.58 rods), said Permanent Easement containing 1.89 acres of land, more or less. TEMPORARY ACCESS ROAD Being a temporary access road as shown on the accompanying drawing having a total length of 1,234.8 feet(74.84 rods)and containing 1.14 acre of land,more or less. This description is provided with an accompanying drawing labeled"Exhibit A"and attached hereto. Page 5 of 5 Atwell-group,LLC,10100 Reunion Place,San Antonio,Texas 78216 Texas Registration No.10194153 X:\Proposal\2022\San Antonio\P22006283-Sempra Plat UpdateAiefferson County\JEF-006\REV 1 TRACT NO.:JEF-008&JEF-009 UPI DOC NO.:23707-920-DLV-1080 PAPLC DOC NO.:PALC-TMP-UPI-PLT-60100-PLN-1080 EXHIBIT"B" JEF-008&JEF-009 CITY OF PORT ARTHUR STATE OF TEXAS JEFFERSON COUNTY PERMANENT SERVITUDE BASELINE DESCRIPTION OF A FIFTY-FEET(50')WIDE PERMANENT SERVITUDE SITUATED IN N.COLEMAN SURVEY, ABSTRACT NO.12,JEFFERSON COUNTY,TEXAS,AND BEING UPON,OVER,THROUGH,AND ACROSS THAT CERTAIN TRACT OF LAND DESCRIBED IN AND CONVEYED TO THE CITY OF PORT ARTHUR BY AN INSTRUMENT RECORDED IN BOOK 2,AT PAGE 116 AND PAGE 162,DEED RECORD JEFFERSON COUNTY,TEXAS,(D.R.J.C.T.),REFERRED TO HEREINAFTER AS"THE ABOVE REFERENCED TRACT OF LAND",SAID FIFTY-FEET(50')WIDE PERMANENT SERVITUDE BEING SITUATED TWENTY- FIVE FEET(25')ON EACH SIDE OF THE HEREIN DESCRIBED BASELINE WITH SIDELINES BEING LENGTHENED OR SHORTENED SO AS TO MEET AT ANGLE POINTS AND INTERSECT THE SOUTH AND WEST LINES OF THE ABOVE REFERENCED TRACT OF LAND,SAID BASELINE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING at a calculated corner for the south corner of the above referenced tract of land; THENCE,North 50°47'00"West,along the southwest line of the above referenced tract of land,a distance of 1,432.4 feet to the POINT OF BEGINNING of the herein described baseline description,said point of beginning having coordinates of North:10,829,529.4 and East: 1,350,838.3; THENCE North 32°09'09"East,a distance of 6,653.6 feet to a point on the northeast line of the above referenced tract of land,said point being the POINT OF TERMINATION of the hereinabove described baseline,having coordinates of North: 10,835,162.6 and East: 1,354,379.2,and from which a brass disc stamped City of Port Arthur in the top of the bulk head for the north corner of the above referenced tract of land bears North 50°47'00"West a distance of 8,527.6 feet. Total distance across property:6,653.6 linear feet,or 403.25 rods. Area of permanent servitude:7.64 acres,more or less. TEMPORARY WORKSPACES Being a temporary workspace of one hundred and twenty-five feet(125)wide temporary workspace parallel with and adjacent to the southeasterly and northwesterly line of the hereinabove described permanent servitude as depicted on Exhibit"A",Sheet 1 of 2. Total area of temporary workspaces:38.18 acre,more or less. All bearings,distances,and coordinates shown herein are grid,based upon the Universal Transverse Mercator(UTM)projection,Zone 15, North American Datum of 1983,U.S.Survey Feet,as derived from an on-the-ground survey performed by Atwell,LLC,December 2022. For reference and further information see Exhibit"A",Sheets 1 of 2,Revision 0,same date. pp ram . OF T Q 11)17/2023 ,`P� iS 7F4 F9 WILI,IA.II S.ABRAHAil1 ,)�•• .. FO•CP'y, PROFESSIONAL LAND SURVEYOR TEXAS REGISTRATION NO.2052 WILUAM S.ABRAH.AM SURVEY COA NUMBER:VF755 . °°ATWELL.LLC. <,.A� <2052 p"Q- 10100 REUNION PLACE, '� 9�.9e S S Or`••y0 SAN ANTONIO,TX 78216 SUFI SHEET 2 OF 2 • - -® ENV DATA ENGINEERINGDATA SURVEY DATA q�``A a ( SCALE 1"=200' PROFILE el: F F. assur::: '' MOR'T I 120' -. ss p_ _ MATERIAL STATIONING x,+emtot VERT 1'=120' E 4 �? A � o I> : p' ii - - _ I NI • i„..,„7 ,. . . . ..«awnu.a.aru.au q f_� 4 m m m :: f-Q- -s 11„w. _� _A— uaaa os a. _ maaama [ , a •a....�i., - ,— .nfr 8 ..• m•..„ 4 agas�.a. ,. • 2, all —rr `a"g $4 oa^ r. B ngE^:°A gV,0g1it p.g € tv a»a k S €YR -so 3g "1p£ Eiili!; y j ks -muni o nan �Qi 3o * 3;--::k:lig'' ''''''' - - §i' 4s$i41 0 .. pg$sm o a ®OO ,, . 0 0 a i af.4 s 5 L _.�;.. .;s i• sii n \�4 yg x m i # i� i i 6a 3 a� no ® o .». _ _ MI " a g 's m t 8 l l 3 F a 3 R 1'�� _ 8 — } • w c-. a F - I sa $f s i -4 11'4 „vi.,:i \,\1:-...i: ' I 3t = a S �' : d t� 8 By - `n idi Or-r. 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