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HomeMy WebLinkAboutRES 18-118RESOLUTION NO. 18-118 BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the City Manager be and he is hereby authorized to grant three (3) Pipeline License Agreements to Coastal Caverns, Inc., substantially in the form attached hereto as Exhibits "A," "B," and "C," to install a twelve inch (12") pipeline and a two inch (2") conduit line inside a four inch (4") carbon steel case which will cross City utilities along Highway 93, Hillebrant Road and Hebert Road; and, to install a four inch (4") pipeline which will cross City utilities along Highway 93 and Hellebrant Road for the purpose of transporting ethylene, natural gas and fiber optics. Said pipelines are to be constructed in compliance with City requirements. The meeting at which this resolution was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 29th day of May, 2018. �lL 0l �� .It '%Aayor Becky .- APPLICATION FOR UTILITY CROSSING AGREEMENT OUTSIDE THE CORPORATE LIMITS OF THE CITY OF BEAUMONT THE STATE OF TEXAS § COUNTY OF JEFFERSON § Business Name: Coastal Caverns, Inc; Business Phone: @3) 500-7590 Business Address: 6045 Highland Avenue, Beaumont, Texas 77705 The City of Beaumont, hereinafter called "City", for and in consideration of the sum specified herein $500.00 for the 4 -inch natural gas pipeline crossing; utilities at Highway 93 and Hillebrant Road Coastal Caverns, Inc. hereby grants to hereinafter called "Licensee", the license to lay, maintain, operate, replace, or remove a pipeline for the transportation of oil, gas, water, or natural gas products, on or across the following City easement and/or property situated outside the City of Beaumont, 'Jefferson County, Texas, but being within our Extra -Territorial Jurisdiction (ETJ) and/or Certificate of Convenience and Necessity (CCN) and being more particularly described in Exhibit "A" attached hereto and made a part hereof for all purposes. Nearest Street Distance to Easement Len tgth (Linear Foot) of Crossing Highway 93, west side in TxDOT ROW, 20 -inch DI 90 utility line (no ROW) Hillebrant Road, north of ROW, 16 -inch FM 02 pipeline and 12 -inch FM 99 pipeline (no ROW) 1 EXHIBIT "A" COST OF LICENSE: Licensee shall make payment to the City of Beaumont as follows: o License Agreement fee - $500.00 o Annual fee of $2.25 per linear foot of pipeline located within City property. Said fee shall be reset on January 31, 2011 and shall be reset every ten (10) years, thereafter, to a level to be determined by the City Council or their delegated representative. All fees, including the first annual fee for linear foot usage shall be made to the Water Utilities Department and payable to the City of Beaumont prior to construction. This license is granted by the City of Beaumont subject to conditions. Failure to comply with the following may result in termination of agreement (see page 8). GENERAL CONDITIONS: o Licensee does not intend to sell product for resale from the covered pipeline to customers located within. the. City; however, Licensee recognizes that should it sell product for resale from this covered pipeline to customers within the City, it will be required to report such distribution and when lawfully required to do so, pay a street rental fee based on revenues. The annual fee and the regulations controlling the payment of such fee will be those as lawfully established by the ordinances of the City. o All pipelines crossing City of Beaumont utility easements, water or sanitary sewer easements shall be bored from easement line to easement line. Within these limits, the pipeline shall, be protected by casing or other method approved by the City Water Utilities Department. The pipeline shall be constructed in such a manner as approved by the City so as it does not interfere with the use of the City property: o The pipeline shall be installed a minimum of three (3) feet below ground and a minimum of five (5) feet below the lowest existing or proposed ditch grades, waterlines, sanitary sewer lines or storm drainage lines, unless otherwise authorized by the City. Such grades and lines shall be indicated on map submittal, as well as depth of proposed pipeline (see page 3). 2 The construction and operation of the' pipeline shall not interfere with the natural drainage in that area nor with the drainage system of the City; nor with sanitary sewer lines, waterlines, or other utilities. Damage to existing ditch grade during construction or maintenance of the pipeline shall be corrected and the ditch grade shall be restored to the condition and grade at which it existed prior to construction or maintenance. Bore pits shall be backfilled according to City standards. o Excavations necessary for the construction, repair, or maintenance of the pipeline shallbe performed in such a manner that will cause minimal inconvenience to the public. Licensee shall promptly restore the area to as good a condition as before working thereon and to the reasonable satisfaction of the City's Water Utilities Department. Operations along easements shall be performed in such a manner that all property where operations are performed will be 'restored - to original condition or better. No equipment or installation procedures will be used which will damage any structures. The cost of any repairs to structures, sanitary'sewer lines, water lines or other easement features as a result of this installation will be borne by the owner of this line. o Any construction which takes place in, on, under, above, or across property not owned by the City shall require additional permission by the owner(s) of the property involved. Written proof of said permission is to be provided to the City as part of the application process. Approval of this. license agreement excludes permission to do any construction on property which is not owned by the City of Beaumont. o Any licenses, permits or agreements required by another governmental entity (County, State or Federal) to adjoining property shall be obtained and a copy of such document shall be provided to the City. o Licensee shall be responsible for acquiring all agreements necessary for the lawful use of any private property. o A map showing the location of the proposed pipeline shall be provided. o - The pipeline shall be maintained and operated in such a manner as not to leak and/or cause damage to the City property. Once the pipeline is in operation, any damage that occurs to the pipeline which results in exposure or release of product must be reported immediately to • the City Fire Department and Water Utilities Department. Licensee shalt fully 3 cooperate with the Fire Department and provide, or assist with providing, any and all necessary notifications, evacuations or other necessary actions. Leaks or other defects are to be repaired immediately by Licensee at its own cost. ° The Licensee shall be responsible for the cleanup and remediation of contaminated areas due to exposure or release of product and any and all casts associated with said cleanup and remediation. ° The Licensee shall be responsible for any and all costs associated with the relocation of the pipeline. As provided, the necessity for relocation of the pipeline shall be solely within the discretion of City. ° Installation will be done in accordance with all City standards and statutes of the State of Texas. REOUMD COVERAGE: p Licensee shall furnish the. City with a Certificate of Standard Liability Insurance, including bodily injuries and property damage, naming the City of Beaumont as an Additional Insured. Such policy shall provide for the following minimi coverage: • Bodily injuries: $ 300,000.00 per person $1,000,000.00 per incident ° Property Damage: $1,000,000.00 Such insurance shall be maintained in force and effect during the construction or required maintenance of the pipeline and during the life of the pipeline. Such certificate shall • contain a provision that at least fifteen (15) days ,written notice must be given to the City prior to cancellation, alteration, or modification of such insurance, ° Licensee shall have in force with the City a surety bond in the principal amount of $1,000,000.00. The bond shall be payable to the City of Beaumont for the use and benefit of any person entitled thereto and conditioned that the principal and surety will pay all damages to any person caused by, or arising from, or grooving out of any violation of the terms of this agreement. The bond shall provide that it may not be cancelled, altered, or otherwise modified withoutgiving fifteen (15) days prior written notice to the City. The bond shall be good and in effect' for a period of one (1) year from the date of completion of construction of the pipeline. ° Licensee shall indemnify, save and hold harmless the City of Beaumont 4 from any and all claims for injuries and damages to persons or property . occasioned by or arising out of the construction, maintenance, operation, repair or removal of the pipeline. This indemnity expressly extends to claims alleging negligence by the City of Beaumont, it's agents,. officers or employees, arising from actions taken or occurrences under this license agreement. o If the pipeline or any part thereof installed by Licensee shall be in any respect damaged or injured by City or any of its agents or employees in connection with the performance of any work or repairs that may be done upon the property mentioned herein: Licensee shall not be entitled to prosecute or maintain a claim against the City of Beaumont 'for any such damage or injuries so sustained by it; however, said conditions shall -not prevent Licensee from recovering against any contractor who shall damage Licensee's property in the course of such contractor's performance of any contract with the City. OTHER CONSTRUCTIONMAINTENANCE WITHIN PROPERTY: o City will use its best efforts to notify Licensee of any proposed construction and/or maintenance, to be done by City forces or by contract for, the. City, within the property involved with this license. Notification, to Licensee, of other construction and/or maintenance permitted by the City and within the property involved with this license will be the responsibility of the company obtaining said permit. Licensee shall mark the location of its lines within forty-eight (48) hours after receipt of such notification of proposed construction. Licensee shall maintain a local, or toll free, telephone number to be called for notification of construction or maintenance and for location of lines. Such number, or charges to such number, will be provided to the City (Water Utilities Department) and kept current at all times. This number shall be provided to entities permitted to construct, maintain or excavate within this City property and which are required to provide notification of such work. When information has been relayed to Licensee, through the phone number provided, such contact shall constitute notification for Licensee to provide location of its lines. Failure, by Licensee, to respond within the required time frame shall alleviate the responsibility of the person(s) requiring the lines to be relocated. o City reserves the right to lay, and to permit to be laid, sewer, gas, water and other pipes and cables, and to do or permit to be done any underground 5 work that may be deemed to be necessary or proper by City in, across, along, or under the property. In doing or permitting any such work, the City of Beaumont shall not be liable to Licensee for any damage occasioned; it being understood that nothing herein shall be construed as foreclosing Licensee's rights to recover damages against any contractor or third party who may be responsible for damages to Licensee's facilities. Whenever by reason of the change in the grade of the property occupied by Licensees' pipeline, or by reason of the location or manner of constructing drainage structures, water pipes, gas pipes, sewers, or other underground construction for any purpose whatever,. it shall be deemed necessary by City to relocate, alter, encase, change, adopt or conform the pipeline of Licensee thereto, such change shall be made promptly by Licensee at its cost and without claim for reimbursement or damages against City. If the change is demanded by the City for the benefit of any other person or private corporation, except the City, Licensee shall be reimbursed fully by the person or corporation desiring or occasioning ' such change for any expense arising out of such change; Licensee will, upon notice from the City, make such change immediately and at its own cost; it being understood that City will not participate in any part of the cost of any change involving relocation, altering, encasing, boring, or changing in any manner of the pipeline where same is within City property. NOT'.IFICATIONANSPECTION: o Any and all work to be performed on City property shall be observed and inspected by a City representative. Any work to be performed within the City limits will be subject to periodic inspection to ensure compliance with construction standards. Licensee shall provide the City (Water Utilities Department) forty-eight (48) hours prior to the installation of the lines permitted by this license. A representative will be scheduled to be present. The expense of such inspection services may be billed to the Licensee and such amounts will be reimbursed to the City. o Licensee shall notify the Water Utilities Department at least forty-eight (48) hours prior to completion of work and removal of equipment from the job site to permit the City to make an inspection. 0 SPECIAL CONDITIONS: Nonassignable This license is personal to the Licensee. It is nonassignable and any attempt to assign this license will terminate the license privileges granted to Licensee hereunder. Termination This agreement is subject to termination by the City if any condition specified herein is not met. This agreement may also be terminated by the Licensee. Either party attempting to terminate this agreement shall give written notice to the other specifying the date of, and the reason for, termination. Such notice shall be given not less than thirty (30) days prior to the termination date therein specified. Any written notice may be effected either by personal delivery or by registered or certified mail, postage prepaid with return receipt requested. Mail notices shall be addressed to the addresses of the parties as follows: City of Beaumont Name of Licensee: Coastal Caverns, Inc. P.O. Box 3 827 Beaumont, Texas 77704 Address of Licensee: 6045 Highland Avenue, ATTN: David S. Branc Attn: City Manager City and State of Licensee: Beaumont, Texas 77705 Upon cancellation, the pipeline shall be removed and property restored to a condition acceptable to the Water Utilities Director. In the event of cancellation, any and all monies collected for fees associated with this agreement will remain the property of the City. There will be no reimbursements. 7 Commencement of work on the pipeline by Licensee after the date of this fully executed license shall be construed as evidence of Licensee's acceptance and approval of the conditions above set forth. IN WITNESS. WHEREOF, the City of Beaumont, Texas, has caused these presents to be signed by its City Manager and the seal of the City to be herewith affixed by the City Clerk, this day of , A.D. 20 ATTEST: City Clerk HALEY M. BOOZER n6= Notary Public. State of Texas My Commission Expires June 02, 2018 ATTEST: 1 8 CITY OF BEAUMONT, TEXAS By: . Kyle Hayes, City Manager APPLICANT'S COMPANY NAME: (Licensee) Coastal Caverns, Inc. Represented by: David S. Branch, Chief Operating Officer Title CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS GRAPHIC SCALE (MILES) 1 1/2 0 1 2 aR AW -HOUAU FAmd,Y 0 1 02/16/18 1 ISSUED FOR PERMIT ACQUISITION JZ W� AmWd§lkM PM7= �`�°,, =° N0. I DATE REVISIONBY = A. = 9 9&5MMFAX M97� -N0USr0N FAClLRY- I0101 Somh Wm Fm-mW.Su�m6W i 'lii 6rris P. Hebert, inc. "°—T—T'07' COASTAL CAVERNS, INC. Z, n surve in & en ineerin AERIAL ROUTE MAP PROPOSED 12—INCH ETHYLENE PIPELINE, 2—INCH UTILITY CONDUIT WITH 4—INCH CASING & 4—INCH NATURAL GAS PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: DM SHEET: 1 OF 8 CHECKED EY: JAG SCALE: AS INDICATED APPROVED BY: DATE: 11/20/17 DRAWING NO.: 12930-4001 POINT OF ENTRY' N: 13950024.01. E: 3524818.84- = LAT.N030*01'00.71 JEFFERSON COUNTY, 'TEXAS J. VEATCH SURVEY, A-55 �Z 00 2 OF 8 I0�w 1 "=40' APPROVED BY: DATE: 1/17/18 DRAWING NO.: 12930-4002 m N ill'l t I=z POINT OF EXIT N: 13949954.39 o� E. 3524700.15 LAT: N030'01'00.07" LONG: W094'O4'5Z89" FENCE TREE LINE 30+00 T �1+00 I 32+00 BUNDLED PROP. 12" ETHYLENE P/L, Idld f 2" CONDUIT W/ 4" CASING & Z 90 4" NAT. GAS HDD INSTALLATION I I = o rr _ N U U I UI 3 =W W 3 U _ J d' li U I 0 I li li O L� Fo -ULd Z 0 3 oI Wowo oz I= 0� -j 3 Ld wLd w o_ w w w w a.Fifa � I0 0ck a � w d -H ¢ 20"DI'90 BASED ON BEAUMONT CITY UTILITIES MAP, UNKNOWN COVER 2" CONDUIT W/4" PLAN 12" ETHYLENE PA CASING &RUBBER TOTAL LENGTH OF R/W: : 135.87 FEET (SCALE; 1"e40Y) SPACERS PROPOSED PIPELINE WILL BE INSTALLED 4" NAT. GAS W/ BY HORIZONTAL DIRECTIONAL DRILL 8 RUBBER SPACERS METHOD o W~Ei~5 � HDD BUNDLE DETAIL 0 3 W i§ o moo oo -oMo aI� N.T.S. it w 2, $pww W wpp w O� K 8 C U NWW U fa fa dl - - W Cd W M m Wr- + + + � + + `pct+ + ++ +++r+'+ ++ 0 0 0 0 pp oo 0 N M M n n M 1'7n MJ n M17 Y)MM717M 17 MI 0-- 20 136' R -O -W 10 • • • • • • • • • • • NAT. GROUND • 10 . . . . . . . -10 . . . . 49'• COV.. . . . 47' CLR.. . . . . . . . . . . .I 010 I 34' CLR. 45' COV. -20 • • • • • i BASED 'ON 10' COV. • • • • • • • • • • . •I • • • • • -20 _30 . . .I I FOR UTILITY LINE. . . . . . . . . . . . . . . . .I . . . . . . I. _'4n . . .I . . . . . . . . . . . -40 T . . . . . . . . . . ... . . . . . . . . . . . . . . . . 0 -50 29+75 30+D0 31+00 "32+00 32+25; UURP.2ENGE P/L,PROFILE 2CON T4C& (RT. SALE1'=40') 1'=40') (VERT. SCALE. 4" NAT. GAS HDD INSTALLATION -tmueuanc�uTY- 0 02/15/181ISSUED FOR PERMIT ACQUISITION �BY ,�,,,� NO. DATE REVISION i � a o i i 9. o m FAX- m- iv -- _ 10101 s.tw.Frt--y.s.l.Qo lir Morris P Hebert, Inc H—T-11111 COASTAL CAVERNS, INC. 7 iL41470FAX »¢ n surve in & engineering—h -ph- PLAN & PROFILE PROPOSED 12–INCH ETHYLENE PIPELINE, 2–INCH UTILITY CONDUIT WITH 4–INCH CASING & 4–INCH NATURAL GAS PIPELINE CROSSING 20" DI 90 CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: JZ SHEET: 2 OF 8 CHECKED BY: JAG SCALE: 1 "=40' APPROVED BY: DATE: 1/17/18 DRAWING NO.: 12930-4002 JEFFERSON COUNTY, TEXAS J.A. VEATCH SURVEY, A-55 t 1,452' TO HWY. \ y EDGE OF ROAD 93 INTERSECTION 1 rE OF HILLEBRANDT ROAD t2,727'TOAAND M T ST. INTERSECTION EDGE OF ROAD 411v ki z AVt + =� r A r ;mac X E -E X X — — — 7 7qq ul FENCE y EDGE OF DITCH o yyo 1 G EDGE OF DITCH a 63+00 64+00 I BUNDLED PROP. 12" ETHYLENE P/L, --� 2" CONDUIT W/ 4" CASING & i 4" NAT. GAS BORE INSTALLATION T PROPOSED PIPELINE WILL BE INSTALLED PLAN BY BORE METHOD SCALE: 1'=30' 4' MIN. COV. - 4' MIN. COV. 10 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ r5' MIN. CLR. n1 10' COV. " p p 5' MIN. CLR. ..... ...... ...... ....... ...... T -10 -20 -20 63+00 64+00 64+50 BUNDLED PROP. 12" ETHYLENE P/L, PROFILE 2" CONDUIT W/ 4" CASING & 4" NAT. GAS BV ORE INSTALLATION ERT. SCALE: 1'=30' VERT. SCALE: 1"=30' .AV -HOLM, FAdILY- 0 1 02/16/18 1 ISSUED FOR PERMIT ACQUISMON JZ N0. DATE REVISION AV s i AV � i 9U' MlFAx9asan.su- -.0US7ONFAMM- 10101 H Wea—T7, 4 6x1 i k6nis P, Hebert, Inc. 713119 umFA�`x7I vslnl COASTAL CAVERNS, INC. survevinci & en ineerin AERIAL ROUTE MAP PROPOSED 12—INCH ETHYLENE PIPELINE, 2—INCH UTILITY CONDUIT WITH 4—INCH CASING & 4—INCH NATURAL GAS PIPELINE CROSSING 12" FM 99 & 16" FM 02 UTILITY LINES CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: JA SHEET: a a IL APPROVED BY- DATE: SPACERS DRAWING NO.: 12930-4003 4" NAT. GAS W/ a mW o E BORE c o � m o %� XZ3� X • NO N Z ]YC �O Z ]YC CC) 7 7 u7 t0 d' 4' MIN. COV. - 4' MIN. COV. 10 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ r5' MIN. CLR. n1 10' COV. " p p 5' MIN. CLR. ..... ...... ...... ....... ...... T -10 -20 -20 63+00 64+00 64+50 BUNDLED PROP. 12" ETHYLENE P/L, PROFILE 2" CONDUIT W/ 4" CASING & 4" NAT. GAS BV ORE INSTALLATION ERT. SCALE: 1'=30' VERT. SCALE: 1"=30' .AV -HOLM, FAdILY- 0 1 02/16/18 1 ISSUED FOR PERMIT ACQUISMON JZ N0. DATE REVISION AV s i AV � i 9U' MlFAx9asan.su- -.0US7ONFAMM- 10101 H Wea—T7, 4 6x1 i k6nis P, Hebert, Inc. 713119 umFA�`x7I vslnl COASTAL CAVERNS, INC. survevinci & en ineerin AERIAL ROUTE MAP PROPOSED 12—INCH ETHYLENE PIPELINE, 2—INCH UTILITY CONDUIT WITH 4—INCH CASING & 4—INCH NATURAL GAS PIPELINE CROSSING 12" FM 99 & 16" FM 02 UTILITY LINES CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: JA SHEET: 2" CONDUIT W/4- 12" ETHYLENE P/L CASING & RUBBER APPROVED BY- DATE: SPACERS DRAWING NO.: 12930-4003 4" NAT. GAS W/ a RUBBER SPACERS o E BORE BUNDLE DETAIL N.T.S. 3 m z 4' MIN. COV. - 4' MIN. COV. 10 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ r5' MIN. CLR. n1 10' COV. " p p 5' MIN. CLR. ..... ...... ...... ....... ...... T -10 -20 -20 63+00 64+00 64+50 BUNDLED PROP. 12" ETHYLENE P/L, PROFILE 2" CONDUIT W/ 4" CASING & 4" NAT. GAS BV ORE INSTALLATION ERT. SCALE: 1'=30' VERT. SCALE: 1"=30' .AV -HOLM, FAdILY- 0 1 02/16/18 1 ISSUED FOR PERMIT ACQUISMON JZ N0. DATE REVISION AV s i AV � i 9U' MlFAx9asan.su- -.0US7ONFAMM- 10101 H Wea—T7, 4 6x1 i k6nis P, Hebert, Inc. 713119 umFA�`x7I vslnl COASTAL CAVERNS, INC. survevinci & en ineerin AERIAL ROUTE MAP PROPOSED 12—INCH ETHYLENE PIPELINE, 2—INCH UTILITY CONDUIT WITH 4—INCH CASING & 4—INCH NATURAL GAS PIPELINE CROSSING 12" FM 99 & 16" FM 02 UTILITY LINES CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: JA SHEET: 3 OF B CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY- DATE: 12/07/17 DRAWING NO.: 12930-4003 JEFFERSON COUNTY, TEXAS - J.DOUTHIT SURVEY, A-114 J.A. VEATCH SURVEY, A-55 HILLEBRANDT ROAD DD#6 DITCH 104-A2 l'u / �BUNDLED PROP. 12" ETHYLENE PA �+ &e 2' CONDUIT W/ 4" CASING a / HDD INSTALLATION 417 d a oF0 FO/oF0 Roel �o e / 117+00 -77 / / / 118+0 16" SUNOCO PA HDD / / 15' 20 POINT OF ENTRY oc�i �+QQ ! / ��— N:13943798.60� omm o4✓ POINT OF EXIT E 3520922.46 io m N:13943762.49 �XPRCPERTY LAT: N03000'00.78"/E: 3520996.62 LONG: W094 05'38 76" c�LAT: N030 00'00.37" LINE / y 4 / ' f° LONG: W094'05'37.94' Q - PLAN SCALE: 1 "=40' TOTAL LENGTH OF R/W: 166.94 FEETCONDUIT 0 CASING & RUBBER PROPOSED PIPELINE WILL BE INSTALLED $ SPACERS BY HORIZONTAL DIRECTIONAL DRILL I METHOD 1 12" ETHYLENE PA in w N HDD BUNDLE DETAIL :3 N.T.S. Y a0 Y O Y UU:Z Z U z U- = C m Esm m Zm a o o �7w o o w o o oo,o =o o w o g 0 d r 8 d �ro-ii r LP ro- 0 r li O N w !2 n m n WmN 1n N� n . � .�y 00 00 o N n �n�n �O [O nn m n N •.Y + + + + + + + ++++ ++ + + + m r r r �. n n nnrr rr n m m 20I. . . . . . . . . . . . . . . . . . . . . . . I1I HILLEBRANDT I 20 10 ROAD NAT. NAT. GROUND . . . . , I. • . . . . • DITCH 104-A2 10 p 15' CLR:� p 19' C V. -10 . . . . . .I . . . . . . . . ¢. . . . . . . . .21' CLR: -10 _2p 5' MIN. CLR. ) -20 -30--BUNDLED PROP. 12p ETHYLENE PA . . . • • • • • • • • • • • -30 &c 2" CONDUIT W/ 4" CASING -40 HDD INSTALLATION �. . . . . . . . . . . . . . . -40 116+50 117+00 118+00 118+50 AERIAL ROUTE MAP PROPOSED 12 -INCH ETHYLENE PIPELINE 2 -INCH UTILITY CONDUIT WITH 4 -INCH CASING CROSSING 20" SANITARY SEWER LINE CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY- JA SHEEP: PROFILE CHECKED BY. JAG SCALE AS INDICATED APPROVED BY: DATE: HORZ. SCALE: 1"=40' DRAWING NO.: 12930-4004 VERT. SCALE: 1"=40' ��_ �"y AM �o �IOUMAFACIIIIY- 0 02/16/18 ISSUED FOR PERMIT ACQUISffION JZ NO. DATE REVISION �-� ff sasartmiFAx9aze ssm Q Ars W N i � i s �s � W i Morris A. Hebert /nc. ,H0USTWFACJLIIX io,ojswmwe�F,�%swueu H°'�°°•T—T� COASTAL CAVERNS, INC. 7�i20-1i70FAM713-21%n surve in & en-clineering. °° °f°'— AERIAL ROUTE MAP PROPOSED 12 -INCH ETHYLENE PIPELINE 2 -INCH UTILITY CONDUIT WITH 4 -INCH CASING CROSSING 20" SANITARY SEWER LINE CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY- JA SHEEP: 4 OF 8 CHECKED BY. JAG SCALE AS INDICATED APPROVED BY: DATE: 12/05/17 DRAWING NO.: 12930-4004 JEFFERSON COUNTY, TEXAS E.D. CHENNETH SURVEY, A-104 A \ "\ 6" CIPCO PA 3.6' COV. sr \ 12" CI CO P L 3.-' 231+00 POINT OF ENTRY N: 13937306.23 E: 3528509.82 LAT: N029'58'53.39' LONG: W094'04'15.66' TOTAL LENGTH OF R/W: ±99.28 FEET PROPOSED PIPELINE WILL BE INSTALLED BY BORE METHOD XX � r\ 18" KINDER MORGAN P/L 5.8' COV. �BND ULED PROP. 12" ETHYLENE P/L & 2" CONDUIT W/ 4" CASING \ BORE INSTALLATION T2s co,00 °°� F\ �€ oA pc. ccs \ 4r, -ce OA \ \ oL pc �9j� • yGy� o/ 0"'p Sic °, O/T PLAN 9SF� GyF� GtiF GAF Qo eF� X016 0 SCALE: 1"=40' `S `s. 90 141 cb` 233+00 POINT OF EXIT N: 13937240.10 E: 3528583.89 LAT: N029 5852.70" LONG: W094'04'14.85" 3o BUNDLED PROP. 12" ETHYLENE P/LAl I . 30 & 2" CONDUIT W/ 4" CASING' BORE INSTALLATION 9' 20 . . . . . . . . CLR 20 NAT. GROUND ROAD 10' CLR. 10 . . . . . . . . . 10 "i 0 0 . . . . 4'• MIN. COV: .. .. p 3' CUR. 5' MIN. CUR. L 12' CLR. -10 . . . . . . . . . . . . . .I . . . . . . . -10 -20 -20 230+50 231+00 232+00 233+00 PROFILE 5 OF 8 CHECKED BY: JAG SCALE; HORZ. SCALE: 1"=40' APPROVED BY: DATE: 11/22/17 VERT. SCALE: 1'=40' 12930-4005 2" CONDUIT W/4" �� MWEL _M om.L- 4iOLM 1FAa11lY- ffi'Cq-- Ddw 0 1 02/16/1 B I ISSUED FOR PERMIT ACQUISITIONJZ NO. DATE REVISION BY Mr'W'IW i.In r� A A AW AW MV sa�rml,Lif..7m6o 9flS5}S TJl1 FAX9&5476.9M CASING & RUBBER > 0 1 1 / 1 S / .� ��— 410USr0N FAaUTY. F Morris P. Hebert, Inc. 1A. 0101 Same WWFmwoy.Suhe641 COASTAL CAVERNS, SPACERS c0i F, 76-M- OF'� L'¢lnl surve in & 'en ineerin — 8 8 12" ETHYLENE PA 00 z h 1n 0 BORE BUNDLE DETAIL 0 n "" N.T.S. m m NN ZZ Z 4Z=Q�OQO �--. m�m IrQ m Q W W W m m c�c� 99 0 1? awl op= owoo0 walg CL wv� W 1r- po O~ 0w O w X X e ��tir¢raii�c'i Rp- 0 00 R. 8 a v m O f0 ON "n M7 In [OO "Rgn ON�M NOTE W-rlM1�mODmm 01010 _ + + t + + +-F -hiM- N N 1t NN N ,tr�t+fi1r+�y1.�...I��+++1i�ZF NNNNNNNNNN N N NN NN N N N 3o BUNDLED PROP. 12" ETHYLENE P/LAl I . 30 & 2" CONDUIT W/ 4" CASING' BORE INSTALLATION 9' 20 . . . . . . . . CLR 20 NAT. GROUND ROAD 10' CLR. 10 . . . . . . . . . 10 "i 0 0 . . . . 4'• MIN. COV: .. .. p 3' CUR. 5' MIN. CUR. L 12' CLR. -10 . . . . . . . . . . . . . .I . . . . . . . -10 -20 -20 230+50 231+00 232+00 233+00 AERIAL ROUTE MAP PROPOSED 12—INCH ETHYLENE PIPELINE 2—INCH UTILITY CONDUIT WITH 4—INCH CASING CROSSING 18" WATER LINE & 12" SEWER LINE CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY:. PROFILE 5 OF 8 CHECKED BY: JAG SCALE; HORZ. SCALE: 1"=40' APPROVED BY: DATE: 11/22/17 VERT. SCALE: 1'=40' 12930-4005 �� MWEL _M om.L- 4iOLM 1FAa11lY- ffi'Cq-- Ddw 0 1 02/16/1 B I ISSUED FOR PERMIT ACQUISITIONJZ NO. DATE REVISION BY Mr'W'IW i.In r� A A AW AW MV sa�rml,Lif..7m6o 9flS5}S TJl1 FAX9&5476.9M 1 1 / 1 S / .� ��— 410USr0N FAaUTY. F Morris P. Hebert, Inc. 1A. 0101 Same WWFmwoy.Suhe641 COASTAL CAVERNS, INC 76-M- OF'� L'¢lnl surve in & 'en ineerin — AERIAL ROUTE MAP PROPOSED 12—INCH ETHYLENE PIPELINE 2—INCH UTILITY CONDUIT WITH 4—INCH CASING CROSSING 18" WATER LINE & 12" SEWER LINE CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY:. JA SHEET- 5 OF 8 CHECKED BY: JAG SCALE; AS INDICATED APPROVED BY: DATE: 11/22/17 DRAWING NO.: 12930-4005 PROPOSED 12—INCH ETHYLENE PIPELINE DESIGN DATA 1.0 GENERAL INFORMATION 1.1 APPLICANT/OWNER: COASTAL CAVERNS, INC. 6045 HIGHLAND AVE, BEAUMONT TX, 77705 1.2 PIPELINE NAME 12 -INCH ETHYLENE PIPELINE 1.3 PRODUCT: ETHYLENE 1.4 CONSTRUCTION ACTIVITIES ARE SCHEDULED TO BE PERFORMED APRIL 2018. 2.0 PIPELINE DESIGN DATA 2.1 DESIGN CODES: THE PIPELINE MUST MEET CFR TITLE 49 CFR PART 195 - TRANSPORTATION OF HAZARDOUS LIQUIDS BY PIPELINE, TEXAS ADMINISTRATIVE CODE (TAC) TITLE 16, CHAPTER 8, AND ASME 831.4 -PIPELINE TRANSPORTATION SYSTEMS FOR LIQUID HYDROCARBONS AND OTHER LIQUIDS. 2.2 OPERATING PRESSURE: 2220 PSIG (MAXIMUM OPERATING PRESSURE) 2.3 HYDROSTATIC TEST PRESSURE: 2775 PSIG (MINIMUM) 2.4 DESIGN FACTOR: 0.72 3.0 CARRIER LINE PIPE 3.1 OUTSIDE DIAMETER: 12.750" 3.2 WALL THICKNESS: 0.375- 3.3 PIPE SPECIFICATION: API 5L 3.4 SPECIFICATION MINIMUM YIELD STRENGTH: 60,000 PSI 3.5 MATERIAL- CARBON STEEL 3.6 PROCESS OF MANUFACTURE ERW 3.7 EXTERIOR COATING: 14-16 MILS FBE + 22 MILS ARO COATING 4.0 CATHODIC PROTECTION 4.1 IMPRESSED CURRENT 5.0 CONSTRUCTION METHOD 5.1 PIPELINE WILL BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILL & BORE INSTALLATION METHODS. COASTAL CAVERNS, INC. PROPOSED 12—INCH ETHYLENE PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY- DM SHEET- Jw -HOIAIA PAQIIIY- p�� Rat0 r:1. r.m r.s o xa�Isulil. d,3 ]83 L.,We M3 / / jw / S f 11 &9LL5'_ 98.-M2nl FAX W-W6 1 6 � � � �_ 0 i Ai/grris P. Hebert Inc. - OUS10NFAC1IJ]Y- 1UIUISaNh\VSFrtesn,.SdttbID x�'F— MN 12930-4006 ,3-2191470 FAX 713219 1471 suryeying & en ineerin DRAWN BY- DM SHEET- 6 OF 8 CHECKED BY: JAG SCALE AS INDICATED APPROVED BY: DATE: 11/22/17 DRAWING NO.: 12930-4006 PROPOSED 2—INCH CONDUIT & 4—INCH CASING DESIGN DATA 1.0 GENERAL INFORMATION 1.1 APPLICANT/OWNER: COASTAL CAVERNS, INC. 6045 HIGHLAND AVE, BEAUMONT TX, 77705 1.2 PIPELINE NAME: 2 -INCH CONDUIT 1.3 CONSTRUCTION ACTIVITIES ARE SCHEDULED TO BE PERFORMED APRIL 2018. 2.0 CONDUIT DESIGN DATA 2.1 NOMINAL SIZE........................................................................2.380' 2.2 WALL THICKNESS: ................................................................... 0.3,39- 2.3 SPECIFICATION: ........................................................................ DR7, PE 4710 IPS 2.4 MATERIAL- HDPE 3.0 CASING DESIGN DATA 3.1 NOMINAL PIPE SIZE...............................................................4.500" 32 WALL THICKNESS: ........... . ...................................................... 0.237- 3.3 PIPE SPECIFICATION: .............................................................. API 5L 3.4 SPECIFICATION MINIMUM YIELD STRENGTH: 35,000 PSI 3.5 MATERIAL: CARBON STEEL 3.6 PROCESS OF MANUFACTURE: ERW 3.7 EXTERIOR COATING: 14-16 MILS FUSION BOND EPDXY (FBE) 4.0 CATHODIC PROTECTION 4.1 N/A 5.0 CONSTRUCTION METHOD 5.1 UTILITY CONDUIT & CASING WILL BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILL & BORE INSTALLATION METHODS COASTAL CAVERNS, INC. PIPELINE DATA SHEET PROPOSED 12—INCH ETHYLENE PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS _ ... .... 010m L— Rr W14 _ 1 7 / / H Lab-70MO 9fl5-179-MI FAK 9flf-8169Q51 ` '- - OOSf FACIUM 10101 S -h W. F --y. Sok 6M + Fia®.Tc®. MN w M6rris:P Hebert, Inc. surveying & en 71321=14MFAX71i119AQI ineering DRAWN BY: DM SHEET- 7 OF B CHECKED BY: JAG SCALE AS INDICATED APPROVED BY: DATE: 11/22/17 DRAWING NO.: 12930-4007 PROPOSED 4—INCH NATURAL GAS PIPELINE DESIGN DATA 1.0 GENERAL INFORMATION 1.1 APPLICANT/OWNER: COASTAL CAVERNS, INC. 6045 HIGHLAND AVE, BEAUMONT TX, 77705 1.2 PIPELINE NAME 4 -INCH NATURAL GAS PIPELINE 1.3 PRODUCT: NATURAL GAS 2.0 PIPELINE DESIGN DATA 2.1 DESIGN CODES: THE PIPELINE MUST MEET CFR TITLE 49, PART 192, - TRANSPORTATION OF NATURAL AND OTHER GAS BY PIPELINE, TEXAS ADMINISTRATIVE CODE TEXAS ADMINISTRATIVE CODE (TAC) TITLE 16, CHAPTER 8, AND ASME B31.8. 2.2 MAXIMUM OPERATING PRESSURE: 285 PSIG (MOP) 2.3 HYDROSTATIC TEST PRESSURE 428 PSIG (MINIMUM) 2.4 DESIGN FACTOR: 0.72 3.0 CARRIER LINE PIPE 3.1 OUTSIDE DIAMETER: 4.500" 3.2 WALL THICKNESS: 0.237' 3.3 PIPE SPECIFICATION: API 5L 3.4 SPECIFICATION MINIMUM YIELD STRENGTH: 35,000 PSI 3.5 MATERIAL- CARBON STEEL 3.6 PROCESS OF MANUFACTURE ERW 3.7 EXTERIOR COATING: 14-16 MILS FBE + 22 MILS ARO COATING 4.0 CATHODIC PROTECTION 4.1 -IMPRESSED CURRENT 5.0 CONSTRUCTION METHOD 5.1 PIPELINE WILL BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILL METHOD. COASTAL CAVERNS, INC. ol PIPELINE DATA SHEET PROPOSED 12—INCH ETHYLENE PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: ..oR�M-fi0lA1AFACJIl1Y- �2r_ CHECKED BY: . t� / / �iC�lmf'mr� a 7—Lid-7 wI 985879 -TAI FAX 9&SS769= I A 1./ a -HOUSTONFACLIIY- iffS 0 J / ' - S 10101St Wh Westlrmc6V,Svi¢6M iMorrisAHebert,/nc. DRAWING NO.: 7324:roF1;1471 surve in & engineering '° .phl m DRAWN BY: DM SHEET: 8 OF 8 CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY- DATE- 11/22/17 DRAWING NO.: 12930-4008 APPLICATION FOR UTILITY CROSSING AGREEMENT OUTSIDE THE CORPORATE LIMITS OF THE CITY OF BEAUMONT THE STATE OF TEXAS § COUNTY OF JEFFERSON § Business Name: Coastal Caverns, Inc. Business Phone: 18321500-7590 Business Address: 6045 Highland Avenue Beaumont Texas 77705 The City of Beaumont, hereinafter called "City", for and in consideration of the sum specified herein $500.00 for the 12 -inch ethylene pipeline crossing utilities at Highway 93, Hillebrant Road, and Hebert Road hereby grants to Coastal Caverns, Inc. hereinafter called "Licensee", the license to lay, maintain, operate, replace, or remove a pipeline for the transportation of oil, gas, water, or ethylene products, on or across the following City easement and/or property situated outside the City of Beaumont, 'Jefferson County, Texas, but being within our Extra -Territorial Jurisdiction (ETJ) and/or Certificate of Convenience and Necessity (CCN) and being more particularly described in Exhibit "A' attached hereto and made a part hereof for all purposes. Nearest Street Distance to Easement Len t�h (,Linear Foots of Crossing Highway 93, west side in TxDOT ROW, 20 -inch DI 90 utility line (no RO)n Hillebrant Road, north of ROW, 16 -inch FM 02 pipeline and 12 -inch FM 99 pipeline, -,no ROW) Hillebrant Road, in ROW, 20 -inch sanitary sewer line (no ROW) Hebert Road, in ROW, 18 -inch water line and 12 -inch sewer line (no ROW) 1 EXHIBIT "B" COST OF LICENSE: Licensee shall make payment to the City of Beaumont as follows: License Agreement fee - $500.00 o Annual fee of $2.25 per linear foot of pipeline located within City property. Said fee shall be reset on January 31, 2011 and shall be reset every ten (10) years, thereafter, to a level to be determined by the City Council or their delegated representative. All fees, including the first annual fee for linear foot usage shall be made to the Water Utilities Department and payable to the City of Beaumont prior to construction. This license is granted by the City of Beaumont subject to conditions. Failure to comply with the following may result in termination of agreement (see page 8). GENERAL CONDITIONS: o Licensee does not intend to sell product for resale from the covered pipeline to customers located within the. City; however, Licensee recognizes that should it sell product for resale from this covered pipeline to customers within the City, it will be required to report such distribution and when lawfully required to do so, pay a street rental fee based on revenues. The annual fee and the regulations controlling the payment of such fee will be those as lawfully established by the ordinances of the City. o All pipelines crossing City of Beaumont utility easements, water or sanitary sewer easements shall be bored from easement line to easement line. Within these limits, the pipeline shall be protected by casing or other method approved by the City Water Utilities Department. o The pipeline shall be constructed in such a manner as approved by the City so as it does not interfere with the use of the City property.' o The pipeline shall be installed a minimum of three (3) feet below ground and a minimum of five (5) feet below the lowest existing or proposed ditch grades, waterlines, sanitary sewer lines or storm drainage lines, unless otherwise authorized by the City. Such grades and fines shall be indicated on map submittal, as well as depth of proposed pipeline (see page 3). 2 The construction and operation of the pipeline shall not interfere with the natural drainage in that area nor with the drainage system of the City, nor with sanitary sewer lines, waterlines, or other utilities. Damage to existing ditch grade during construction or maintenance of the pipeline shall be corrected and the ditch grade shall be restored to the condition and grade at which it existed prior to construction or maintenance. Bore pits shall be backfilled according to City standards. Excavations necessary for the construction, repair, or maintenance of the pipeline shall be performed in such a manner that will cause minimal inconvenience to the public. Licensee shall promptly restore the area to as good a condition as before working thereon and to the reasonable satisfaction of the City's Water Utilities Department. o Operations along easements shall be performed in such a manner that all property where operations are performed will be 'restored . to original condition or better. No equipment or installation procedures will be used which will damage any structures. The cost of any repairs to structures, sanitary'sewer lines, water lines or other easement features as a result of this installation will be borne by the owner of this line. o Any construction which takes place in, on, under, above, or across property not owned by the City shall require additional permission by the owner(s) of the property involved. Written proof of said permission is to be provided to the City as part of the application process. Approval of this. license agreement excludes permission to do any construction on property which is not owned by the City of Beaumont. 1 o Any licenses, permits or agreemipnts required by another governmental entity (County, State or Federal) to adjoining property shall be obtained and a copy of such document shall be provided to the City. o Licensee shall be responsible for acquiring all agreements necessary for the lawful use of any private property. o A map showing the location of the proposed pipeline shall be provided. o The pipeline shall be maintained and operated in such a manner as not to leak and/or cause damage to the City property. Once the pipeline is in operation, any damage that occurs to the pipeline which results in exposure or release of product must be reported immediately to -the City Fire Department and Water Utilities Department. Licensee shall fully 3 cooperate with the Fire Department and provide, or assist with providing, any and all necessary notifications, evacuations or other necessary adtions. Leaks or other defects are to be repaired immediately by Licensee at it's own cost. o The Licensee shall be responsible for the cleanup and remediation of contaminated areas due to exposure or release of product and any and all costs associated with said cleanup and remediation. o The Licensee shall be responsible for any and all costs associated with the relocation of the pipeline. As provided, the necessity for relocation of the pipeline shall be solely within the discretion of City. o Installation will be done in accordance with all City standards and statutes of the State of Texas. REQUIRED COVERAGE: Licensee shall furnish the. City with a Certificate of Standard Liability Insurance, including bodily injuries and property damage, naming the City of Beaumont as an Additional Insured. Such policy shall provide for the following minimum coverage: . o Bodily injuries: $ 300,000.00 per person $1,000,000.00 per incident o Property Damage: $1,000,000.00 Such insurance shall be maintained in force and .effect during the construction or required maintenance of the pipeline and during the life of the pipeline. Such certificate shall- contain a provision that at least fifteen (15) days written notice must be given to the City prior to cancellation, alteration, or modification of such insurance. o Licensee shall have in force with the City a surety bond in the principal amount of $1,000,000.00. The bond shall be payable to the City of Beaumont for the use and benefit of any person entitled thereto and conditioned that the principal and surety will pay all damages to any person caused by, or arising from, or grooving out of any violation of the terms of this agreement. The bond shall provide that it may not be cancelled, altered, or otherwise modified without giving fifteen (15) days prior written notice to the City. The bond shall be good and in effect' for a period of one (1) year from the date of completion of construction of the pipeline. o Licensee shall indemnify, save and hold harmless the City of Beaumont 4 from any and all claims for injuries and damages to persons or property occasioned by or arising out of the construction, maintenance, operation, repair or removal of the pipeline. This indemnity expressly extends to claims alleging negligence by the City of Beaumont, it's agents, officers or employees, arising from actions taken or occurrences under this license agreement. o If the pipeline or any part thereof installed by Licensee shall be in any respect damaged or injured by City or any of its agents or employees in connection with the performance of any work or repairs that may be done upon the property mentioned herein: Licensee shall not be entitled to prosecute or maintain a claim against the City of Beaumont for any such damage or injuries so sustained by it; however, said conditions shall -not prevent Licensee from recovering against any contractor who shall damage Licensee's property in the course of such contractor's performance of any contract with the City. OTHER CONSTRUCTION/MAINTENANCE WITH N PROPERTY: o City will use its best efforts to notify Licensee of any proposed construction and/or maintenance, to be done by City forces or by contract for, the. City, within the property involved with this license. 3 Notification, to Licensee,. of other construction and/or maintenance permitted by the City and within the property involved with this license will be the responsibility of the company obtaining said permit. Licensee shall mark the location of its lines within forty-eight (48) hours after receipt of such notification of proposed construction. Licensee shall maintain a local, or toll free, telephone number to be called for notification of construction or maintenance and for location of lines. Such number, or charges to such number, will be provided to the City (Water Utilities Department) and kept current at all times. This number shall beprovided to entities permitted to construct, maintain or excavate within this City property and which are required to provide notification of such work. When information has been relayed to Licensee, through the phone number provided, such contact shall constitute notification for Licensee to provide location of its lines. Failure, by Licensee, to respond within the required time frame shall alleviate the responsibility of the person(s) requiring the lines to be relocated. o City reserves the right to lay, and to permit to be laid, sewer, gas, water and other pipes and cables, and to do or permit to be done any underground P work that may be deemed to be necessary or proper by City in, across, along, or under the property. In doing or permitting any such work, the City of Beaumont shall not be liable to Licensee for any damage occasioned; it being understood that nothing herein shall be construed as foreclosing Licensee's rights to recover damages against any contractor or third party who may be responsible for damages to Licensee's facilities. Whenever by reason of the change in the grade of the property occupied by Licensees' pipeline, or by reason of the location or manner of constructing drainage structures, water pipes, gas pipes, sewers, or other underground construction for any purpose whatever, it shall be deemed necessary by City to relocate, alter, encase, change, adopt or conform the pipeline of Licensee thereto, such change shall be made promptly by Licensee at its cost and without claim for reimbursement or damages against City. If the change is demanded by the City for the benefit of any other person or private corporation, except the City, Licensee shall be reimbursed fully by the person or corporation desiring or occasioning such change for any expense - arising out of such change; Licensee will, upon notice from the City, make such change immediately and at its own cost; it being understood that City will not participate in any part of the cost of any change involving relocation, altering, encasing, boring, or changing in any manner of the pipeline where same is within City property. NOTIFICAMNANS PECTION: o Any and all work to be performed on City property shall be observed and inspected by a City representative. Any work to be performed within the City limits will be subject to periodic inspection to ensure compliance with construction standards. o Licensee shall provide the City (Water Utilities Department) forty-eight (48) hours prior to the installation of the lines permitted by this license. A representative will be scheduled to be present. The expense of such inspection services may be billed to the Licensee and such amounts will be reimbursed to the City. o Licensee shall notify the Water Utilities Department at least forty-eight (48) hours prior to completion of work and removal of equipment from the job site to permit the City to make an inspection. n SPECIAL CONDITIONS: Nonassignable This license is personal to the Licensee. It is nonassignable and any attempt to assign this license will terminate the license privileges granted to Licensee hereunder. Termination This agreement is subject to termination by the City if any condition specified herein is not met. This agreement may also be terminated by the Licensee. Either party attempting to terminate this agreement shall give written notice to the other specifying the date of, and the reason for, termination. Such notice shall be given not less than thirty (30) days prior to the termination date therein specified. Any written notice may be effected either by personal delivery or by registered or certified mail, postage prepaid with return receipt requested. Mail notices shall be addressed to the addresses of the parties as follows: City of Beaumont Name of Licensee: Coastal Caverns, Inc. P.O. Box 3827 Beaumont, Texas 77704 Address of Licensee: 6045 Highland Avenue, ATTN: David S. Branc Attn: City Manager City and State of Licensee: Beaumont, Texas 77705 Upon cancellation, the pipeline shall be removed and property restored to a condition acceptable to the Water Utilities Director. In the event of cancellation, any and all monies- collected oniescollected for fees associated with this agreement will remain the property of the City. There will be no reimbursements. 7 Commencement of work on the pipeline by Licensee after the date of this fully executed license shall be construed as evidence of Licensee's acceptance and approval of the conditions above set forth. IN WITNESS. WHEREOF, the City of Beaumont, Texas, has caused these presents to be signed by its City Manager and the seal of the City to be herewith affixed by the City Clerk, this day of . A.D. 20 ATTEST: City Clerk HALEY M. BOOZER So Notary Public, State of Texas My Commission Expires June 02, 2018 ATTEST: CITY OF BEAUMONT, TEXAS LE Kyle Hayes, City Manager APPLICANT'S COMPANY NAME: (Licensee) Coastal Caverns, Inc. Represented by: Da 'd S. Branch, Chief Operating Officer Title CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS GRAPHIC SCALE (MILES) 1 1/2 0 1 2 .._ -NOoVAva- - dI 0 02/16/18 ISSUED FOR PERMIT ACQUISITION JZ � i , NO. DATE REVISION BY s s.Aff Al-Msas-sv-7DIFAM M876.9= s n r:�r r �oFA_ 10101 South PEUF'rtemV.Sdt 670 lI%IO/YlS P Hebert,'/nc. COASTAL CAVERNS, INC. 71121114'70 FAX 7112111471 surveyincl & en ineerin 1 V -w— �— AERIAL ROUTE MAP PROPOSED 12—INCH ETHYLENE PIPELINE, 2—INCH UTILITY CONDUIT WITH 4—INCH CASING & 4—INCH NATURAL GAS PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: DM SHEET: 1 OF 8 CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY: DATE: 11/20/17 DRAWING NO.: 12930-4001 POINT OF ENTRY' N:13950024.01> E 3524816.84- -_ LAT.N030'01'00.71" LONG W094-04'51.53"' JEFFERSON COUNTY, TEXAS I VEATCH SURVEY, A-55 BUNDLED PROP. 12" ETHYLENE P/L, 2" CONDUIT W/ 4" CASING & 4" NAT. GAS HDD INSTALLATION F I F I F=• I o 0 3 0l o of LLJ W K ORI U FO' 20'DI'90 BASED ON BEAUMONT CITY UTILITIES MAP, UNKNOWN COVER TOTAL LENGTH OF R/W: *135.87 FEET CHECKED BY: JAG SCALE 1"=40' Of Lj My) PROPOSED PIPELINE WILL BE INSTALLED I= z (SCS 1"e40.) BY HORIZONTAL DIRECTIONAL DRILL SPACERS N: 13949954.39 $ METHOD LAT. -N030'01'00.07" LONG: W094'04'52.89" RUBBER SPACERS z HDD BUNDLE DETAIL �zC U U ~O is == F 0 O 0 4 0 o z 0 0 0 0 0�� C � C.7 0 W J 0 W clot OWN N G a: W K 10-' U H NWW m m ^ .�- N N h M M N M m n mnn FOj c> Do 2 OF 8 CHECKED BY: JAG SCALE 1"=40' Of Lj My) 11 t I= z (SCS 1"e40.) POINT OF EXIT SPACERS N: 13949954.39 E 3524700.15 v LAT. -N030'01'00.07" LONG: W094'04'52.89" FENCE TREE LINE 1+00 I I I 32+00 o II4 90• Z So 2UO = Z O V 2 O Ld W b � I = o moo" 3 °j o? io � W W w p a. -H PLAN 2 OF 8 CHECKED BY: JAG SCALE 1"=40' 12" ETHYLENE PA CASING &IR BB/ER (SCS 1"e40.) SPACERS 4" NAT. GAS W/ RUBBER SPACERS z HDD BUNDLE DETAIL N.T.S. 0 o osss� 000 a� [BIB efR�a as O n V].In I;O-*w c1l nn) t low o+ ++ tttt+ MM ++ M,1M M] MMJI)nn 136' R—O—W 20 10 • . • • • • • • • . NAT. GROUND. 10 0 . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . .i. 0 —10 " V.. . . . . . . . . . . . . 49CO I 34' CLR. 47' CLR. I 45' COV. —10 —20, • • • • • 1 BASED ON 10' COV. • • • • • • • • • • • •I —20 —30 . . . . . . .I I .FOR UTILITY LINE. . . . . . . . . . . . . . . . .I . . . . . . I. . . . . ii J-4 T . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 —5 29+75 30+00 31+00V 32+00 32+25 BUNDLED PROP. 12' ETHYLENE P/L, PROFILE 2" CONDUIT W/ 4" CASING & (R. SCALE 1'=40) (VERT. SCALE: 1"=40') 4" NAT. GAS HDD INSTALLATION 0 Fa clm •. -HWAfAFAO1ITY- 0 02/16/181ISSUED FOR PERMIT ACQUISITION JZ �� �� �� 20C p feaDd. N0. DATE REVISION BY � �MF F� � O �1� L IUI01 So=6 We F—Y.Sde6ID I Morris R. Hebert, InC, COASTAL CAVERNS, INC. ,1;=11~4MFAx,l�ll~n1. surveying 4 engineering PLAN & PROFILE PROPOSED 12—INCH ETHYLENE PIPELINE, 2—INCH UTILITY CONDUIT WITH 4—INCH CASING & 4—INCH NATURAL GAS PIPELINE CROSSING 20" DI 90 CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: JZ SHEET: 2 OF 8 CHECKED BY: JAG SCALE 1"=40' APPROVED BY: DATE: 1/17/18 DRAWING NO.: 12930-4002 JEFFERSON COUNTY, TEXAS J.A. VEATCH SURVEY, A-55 t 1,452' TO HWY. EDGE OF ROAD 93 INTERSECTION Z _ OF HILLEBRANDT ROAD f 2,727' TO A AND M ST. INTERSECTION EDGE OF DITCH EDG 0 DITCH 63+00 BUNDLED PROP. 12" ETHYLENE P/L, 2" CONDUIT W/ 4' CASING & 4" NAT. GAS BORE INSTALLATION EDGE OF ROAD 'O, w, a 0 n Wim{ AS INDICATED x xx X :— 12/07/17 N 12930-4003 0 0 C9> 1 U' O 64+00 O IPROPOSED PIPELINE WILL BE INSTALLED BY BORE METHOD 20 r4' MIN. COV. PLAN SCALE: 1"-30' FENCE 2° CONDUIT W/4° 12" ETHYLENE P/L CASING & RUBBER SPACERS 4" NAT. GAS W/ a RUBBER SPACERS 0 chi 3 _5' MIN. CLR. I , a� " 10' COV. 5' MIN. CLR. ' MIN. COV. . . . . . . . . . . . .I . . . . . . . . . . . . . . . . . . . . . . . . . . ..i--10 -20 -20 63+00 64+00 64+50 BUNDLED PROP. 12" ETHYLENE P/L, PROFILE 2" CONDUIT W/ 4" CASING & 4" HORZ SCALE: 1"=30' NAT. GAS BORE INSTALLATION VERT. SCALE: 1'=30' OM=L- 0 02/16/18 ISSUED FOR PERMR ACQUISfIION JZ u��p—Dd. _ a83 o„ ude N0. DATE REVISION BY ff ff9SSSAT31 F� 1 F jT s-aOUSMNFACurrx#0 10101SOwhWaF s7.SWW620 COASTAL CAVERNS, INC. .s P Hebert, /roc. 73�14"„� X- M2M ,4„ su.rveylnq & en ineerin �== AERIAL ROUTE MAP PROPOSED 12—INCH ETHYLENE PIPELINE, 2—INCH UTILITY CONDUIT WITH 4—INCH CASING & 4—INCH NATURAL GAS PIPELINE CROSSING 12" FM 99 & 16" FM 02 UTILITY LINES CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: JA a a CL JAG SCALE AS INDICATED APPROVED BY: DATE: 12/07/17 DRAWING NO.: 12930-4003 0 0 C9> t9> U' z$ z$ z X X X O ?2 00 U F ga 0 � FENCE 2° CONDUIT W/4° 12" ETHYLENE P/L CASING & RUBBER SPACERS 4" NAT. GAS W/ a RUBBER SPACERS 0 chi 3 _5' MIN. CLR. I , a� " 10' COV. 5' MIN. CLR. ' MIN. COV. . . . . . . . . . . . .I . . . . . . . . . . . . . . . . . . . . . . . . . . ..i--10 -20 -20 63+00 64+00 64+50 BUNDLED PROP. 12" ETHYLENE P/L, PROFILE 2" CONDUIT W/ 4" CASING & 4" HORZ SCALE: 1"=30' NAT. GAS BORE INSTALLATION VERT. SCALE: 1'=30' OM=L- 0 02/16/18 ISSUED FOR PERMR ACQUISfIION JZ u��p—Dd. _ a83 o„ ude N0. DATE REVISION BY ff ff9SSSAT31 F� 1 F jT s-aOUSMNFACurrx#0 10101SOwhWaF s7.SWW620 COASTAL CAVERNS, INC. .s P Hebert, /roc. 73�14"„� X- M2M ,4„ su.rveylnq & en ineerin �== AERIAL ROUTE MAP PROPOSED 12—INCH ETHYLENE PIPELINE, 2—INCH UTILITY CONDUIT WITH 4—INCH CASING & 4—INCH NATURAL GAS PIPELINE CROSSING 12" FM 99 & 16" FM 02 UTILITY LINES CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: JA SHEET: 3 OF 8 CHECKED BY: JAG SCALE AS INDICATED APPROVED BY: DATE: 12/07/17 DRAWING NO.: 12930-4003 JEFFERSON COUN'T'Y, TEXAS J.DOUTHIT SURVEY, A-114 J.A. VEATCH SURVEY, A-55 HILLEBRANDT ROAD DDJ6 DITCH 104-A2 C) / p a BUNDLED PROP. 12" ETHYLENE PA 2" CONDUIT W/ 4" CASING HDD INSTALLATION d/ /Q Fp pQ� 1 / 4 v Nm 2y OHO v OHO QK / 117+00r -774. / / 118+00 / 1 % j5 0 ��� / /' POINT OF ENTRY v Q ��— N:13943798.60-/ POINT OF 16" SUNOCO PA HDD / EXIT i E: ~ 3520922.46 I o 0 N:13943762.49 LAT: N030 00'00.78" E 3520996.62 / 'v 2 ip / / LAT: N030'00'00.37" LONG:W094'05'38.76" N PROPERTY LINE y Q co e ''LONG:WO94ro5'37.94" PLAN " TOTAL LENGTH OF R/W: (66.94 FEET SCALE 1"=40' 2CONDUIT W/4" 0 CASING & RUBBER PROPOSED PIPELINE WILL BE INSTALLED $ SPACERS BY HORIZONTAL DIRECTIONAL DRILL I METHOD 1 12" ETHYLENE PA o HDD BUNDLE DETAIL & N.T.S. 0 z 0 ��y �• o z css c=i z z m 1�y = t 1�m oo m Zm v o o Li O O w lLwd' Ali la- li w o 1 0 oow �jo o 0 o C3U w o wwoZ 90 w w C3 0 8 N o Poco o0o o u 12 a m m o `� N m n u'�n-i� nn rn o N 4 n n 1: + n +++, ++ + o+o + + 30— 30 20 I . . . . . . .HILLEBRANDT I . . . . . . . . . . . . . . . 20 10 NAT. GROUND* ROAD I. • . . . • • DITCH 104-A2 10 ' 0 . . . . . . . .15' . . . . 0 I 19' C V. -10 I . . . . . .. . . ¢. . . . . . . . .21' CLR: . . . . -10 -20 . . . . . 5' MIN. CLR.. . . . . . . . -20 —30 BUNDLED PROP. 12 ETHYLENE PA I . . . . . . . . —30 & 2" CONDUIT W/ 4" CASING -40—_—HDD INSTALLATION . . . . I . . . . . . . . . . . . . . . —4D -50 -50 116+50 117+00 118+00 118+50 AERIAL ROUTE MAP • PROPOSED 12—INCH ETHYLENE PIPELINE 2—INCH UTILITY CONDUIT WITH 4—INCH CASING CROSSING 20" SANITARY SEWER LINE CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: JA SHEET: PROFILE CHECKED BY: JAG SCALE AS INDICATED APPROVED BY: DATE: HORZ. SCALE: 1"=40' DRAWING NO.: 12930-4004 VERT. SCALE 1"=40' j C- 0102/16/18 ISSUED FOR PERMIT ACQUISITION JZ .mc.'P—w NO. DATE REVISION BY s w�L v •C S A "I 1w %181337!1 FA%:98T-8]G90f1 0 O _ v 0 e Morris P Hebert, Inc. -HOUS7DNFANIIY- 10181So bNosFinaay.SW.63U COASTAL CAVERNS, INC. ,112 FAX'71 io3 471 su:rV� iri & en irieerin ^'- AERIAL ROUTE MAP • PROPOSED 12—INCH ETHYLENE PIPELINE 2—INCH UTILITY CONDUIT WITH 4—INCH CASING CROSSING 20" SANITARY SEWER LINE CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: JA SHEET: 4 OF 8 CHECKED BY: JAG SCALE AS INDICATED APPROVED BY: DATE: 12/05/17 DRAWING NO.: 12930-4004 'g% JEFFERSON COUNTY, TEXAS E.D. CHENNETH SURVEY, A-104 ea 18" KINDER MORGAN P/L 5.8' COV. q IV -u- 6 - u• JAN \\ v \ � �S�o \ -.BUNDLED PROP. 12" ETHYLENE PA s" CIPCO P/L ov. A� Fey \& 2" CONDUIT W 4" CASING ~T12" CI CO P L 3 o OV. eon\ \ \\ 44• \ BORE INSTALLATION 231+00 \ \� 232+00� \ 233+00 POINT OF ENTRY \ \ \ POINT OF EXT 0 N: 13937306.23 E: 3528509.82 �2, ��,, \ \ \ E. 3528583.89 LAT. N029'58'53.39' LAT: N029 SB'52 70" LONG: W094'04'15.66' e° �, \ \ ONG: W094'04'14.85' 00 F•�\ �8� °� °, cF �9 �l�y�j�o�o� Q,yF cFo T \ TOTAL LENGTH OF R/W: ±99.28 FEET PLAN F�s��� -4,s `116- F X010 e� l �oyaoy Fy� PROPOSED PIPELINE WILL BE INSTALLED SCALE: 1"=40' r °90 Fir Cbl, BORE METHOD 2" CONDUIT W/4" CASING &RUBBER SPACERS o h 12' ETHYLENE PAo o o to o uo BORE BUNDLE DETAIL n Y SUS UYp g pZ U 2 N.T.S. mY m NNoo� ® �m o s m cl < O CD�.7� 0 oc> OIL 0 O < 7 O ZZc>c� .�fpaoWO wai'� O �a W JJ� w Vl O •'nd- - XX W ��i�iQlp lili Or V R O B U ep FU 8 O MM un ImO t_OnMl�mmmO�D �O�)O .�- NN + + i -F + +-1--F++++-f'-F -f -Fi N N NN N N+ N N M M IhM M 1717 YJ MIe7MMMM17 i7M)17 M MM n p M M M N tV NN N fVNNNNNNN NN NNN N NN N N N N N BUNDLED PROP. 12" ETHYLENE P/L I I & 2" CONDUIT W/ 4" CASING . . 30 20 • . . • . . . . BORE INSTALLATION 20 9' CLR. I NAT. GROUND ROAD 10' CLR. 0 o 0--L. 4'• MIN. COV. -J. .. .. /77_0 3' CLR. 5' MIN. CLR. L 12' CLR. 10 . . . . . . . . . . . . . . . . . . . 20 _2 230+50 231+00 232+00 233+00 PROFILE HORZ SCALE: 1"=40' VERT. SCALE: 1"=40' AERIAL ROUTE MAP PROPOSED 12—INCH ETHYLENE PIPELINE 2—INCH UTILITY CONDUIT WITH 4—INCH CASING CROSSING 18" WATER LINE &.12" SEWER LINE CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: JA SHEET: 5 OF 8 •. .. - - - � 0 02/16/18 ISSUED FOR PERMIT ACQUISMON JZ DATE: - /. � �,+'p �� -tlOU FACIl _ N0. DATE REVISION BY .AW A..M a s �i _L..kl 9HS87 MIFAX 8769 Ci JAW m s a f t m XF O 0� A 5 - OUSR/NFAMM- COASTAL CAVERNS, INC - •. �._ a Morris A Hebert, trot. 10101 rroultbm 71}2I94170FAX7l33111J71 surve 'in & en ineerin AERIAL ROUTE MAP PROPOSED 12—INCH ETHYLENE PIPELINE 2—INCH UTILITY CONDUIT WITH 4—INCH CASING CROSSING 18" WATER LINE &.12" SEWER LINE CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: JA SHEET: 5 OF 8 CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY: DATE: 11/22/17 DRAWING NO.: 12930-4005 PROPOSED 12—INCH ETHYLENE PIPELINE DESIGN DATA 1.0 GENERAL INFORMATION 1.1 APPLICANT/OWNER: COASTAL CAVERNS, INC. 6045 HIGHLAND AVE, BEAUMONT TX, 77705 1.2 PIPELINE NAME 12—INCH ETHYLENE PIPELINE 1.3 PRODUCT: ETHYLENE 1.4 CONSTRUCTION ACTIVITIES ARE SCHEDULED TO BE PERFORMED APRIL 2018. 2.0 PIPELINE DESIGN DATA 2.1 DESIGN CODES: THE PIPELINE MUST MEET CFR TITLE 49 CFR PART 195 — TRANSPORTATION OF HAZARDOUS LIQUIDS BY PIPELINE, TEXAS ADMINISTRATIVE CODE (TAC) TITLE 16, CHAPTER 8, AND ASME B31.4—PIPELINE TRANSPORTATION SYSTEMS FOR LIQUID HYDROCARBONS AND OTHER LIQUIDS. 2.2 OPERATING PRESSURE: 2220 PSIG (MAXIMUM OPERATING PRESSURE) 2.3 HYDROSTATIC TEST PRESSURE 2775 PSIG (MINIMUM) 2.4 DESIGN FACTOR: 0.72 3.0 CARRIER LINE PIPE 3.1 ' OUTSIDE DIAMETER: 12.750" 3.2 WALL THICKNESS: 0.375` 3.3 PIPE SPECIFICATION: API 5L 3.4 SPECIFICATION MINIMUM YIELD STRENGTH: 60,000 PSI 3.5 MATERIAL- CARBON STEEL 3.6 PROCESS OF MANUFACTURE: ERW 3.7 EXTERIOR COATING: 14-16 MILS FBE + 22 MILS ARO COATING 4.0 CATHODIC PROTECTION 4.1 IMPRESSED CURRENT 5.0 CONSTRUCTION METHOD 5.1 PIPELINE WILL BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILL & BORE INSTALLATION METHODS. 0 1 D2/16/18 I ISSUED FOR PERMIT ACQUISITION- JZ N0. I DATE I REVISION BY COASTAL CAVERNS, INC. PIPELINE DATA SHEET PROPOSED 12—INCH ETHYLENE PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY- DM SHEET: 6 OF 8 �.. 4fOUMAFACJIliY- l. s- e ads, WC p�i, 7 -L.LC em TA60 9&5479-2731 FAX'985876.90M O a� - OUSUUNFAOUM- 10101 SoWh WW F==y.Slk690 �fdlo�risP._Hobert, hic. surVeying & en ,13219" „�F' lig Inl ineerin DRAWN BY- DM SHEET: 6 OF 8 CHECKED BY: JAG SCALE AS INDICATED APPROVED BY: DATE 11/22/17 DRAWING NO.: 12930-4006 PROPOSED 2—INCH CONDUIT & 4—INCH CASING DESIGN DATA 1.0 GENERAL INFORMATION 1.1 APPLICANT/OWNER: COASTAL CAVERNS, INC. 8045 HIGHLAND AVE, BEAUMONT TX, 77705 1.2 PIPELINE NAME 2—INCH CONDUIT 1.3 CONSTRUCTION ACTIVITIES ARE SCHEDULED TO BE PERFORMED APRIL 2018. 2.0 CONDUIT DESIGN DATA 2.1 NOMINAL SIZE.......................................................................2.380" 2.2 WALL THICKNESS: ................................................................... 0.339" 2.3 SPECIFICATION: ........................................................................ DR7, PE 4710 IPS 2.4 MATERIAL- HDPE 3.0 CASING DESIGN DATA 3.1 NOMINAL PIPE SIZE...............................................................4.500" 32 WALL THICKNESS: ....................................... . ................... . ..... 0.237" 3.3 PIPE SPECIFICATION: ............................................................. M 5L 3.4 SPECIFICATION MINIMUM YIELD STRENGTH: 35,000 PSI 3.5 MATERIAL- CARBON STEEL 3.6 PROCESS OF MANUFACTURE: ERW 3.7 EXTERIOR COATING: 14-16 MILS FUSION BOND EPDXY (FBE) 4.0 CATHODIC PROTECTION 4.1 N/A 5.0 CONSTRUCTION METHOD 5.1 UTILITY CONDUIT & CASING WILL BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILL & BORE INSTALLATION METHODS. COASTAL CAVERNS, INC. PIPELINE DATA SHEET PROPOSED 12—INCH ETHYLENE PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS . _ .. olr Loc a— ' -HOIIh1AFACLL - ✓f40 Aw,' - / Am. Aff _ W Cb�p—D6,e Ho L di -7M60 �O / /. 'I 0 0 /O / C MON 9flSMM31 FAX 985-8769 P -kIDUSIONFAcum- �pq 10101 S-hMelF—V.Saee670 �.A Orris p Hebertj �7C O.101 SUrve in & engineering 71171H41 M FAX 1I tapz'""° = DRAWN BY.- DM SHEET: 7 OF 8 CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY: ' DATE: 11/22/17 DRAWING NO.: 12930-4007 PROPOSED 4—INCH NATURAL GAS PIPELINE DESIGN DATA 1.0 GENERAL INFORMATION 1.1 APPLICANT/OWNER: COASTAL CAVERNS, INC. 6045 HIGHLAND AVE, BEAUMONT TX, 77705 1.2 PIPELINE NAME: 4 -INCH NATURAL GAS PIPELINE 1.3 PRODUCT: NATURAL GAS 2.0 PIPELINE DESIGN DATA 2.1 DESIGN CODES: THE PIPELINE MUST MEET CFR TITLE 49, PART 192, - TRANSPORTATION OF NATURAL AND OTHER GAS BY PIPELINE, TEXAS ADMINISTRATIVE CODE TEXAS ADMINISTRATIVE CODE (TAC) TITLE 15, CHAPTER 8, AND ASME B31.8. 2.2 MAXIMUM OPERATING PRESSURE 285 PSIG (MOP) 2.3 HYDROSTATIC TEST PRESSURE: 428 PSIG (MINIMUM) 2.4 DESIGN FACTOR: 0.72 3.0 CARRIER LINE PIPE 3.1 OUTSIDE DIAMETER: 4.500' 3.2 WALL THICKNESS: 0237' 3.3 PIPE SPECIFICATION: API 5L 3.4 SPECIFICATION MINIMUM YIELD STRENGTH: 35,000 PSI 3.5 MATERIAL- CARBON STEEL 3.6 PROCESS OF MANUFACTURE ERW 3.7 EXTERIOR COATING: 14-116 MILS FBE + 22 MILS ARO COATING 4.0 CATHODIC PROTECTION 4.1 IMPRESSED CURRENT 5.0 CONSTRUCTION METHOD 5.1 PIPELINE WILL BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILL METHOD. COASTAL CAVERNS, INC. PIPELINE DATA SHEET PROPOSED 12—INCH ETHYLENE PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: DM SHEET: 8 OF 8 -HOOWUFAFACN - JAG SCALE AS INDICATED APPROVED BY- Ha®Ldd.— 71360 0./� v Q 985sri7a1 PAX 985$]69052 0USr0N FACR=- _.-.. .- i.I1�9orris P. Hebert, Ina 1ololsomstvelr,1i �,nysmubm surveking & engineering 113-7119=MFTAX-7 I ti9-d91 WhI.— DRAWN BY: DM SHEET: 8 OF 8 CHECKED BY: JAG SCALE AS INDICATED APPROVED BY- DATE 11/22/17 DRAWING NO.: 12930-4008 APPLICATION FOR UTILITY CROSSING AGREEMENT OUTSIDE THE CORPORATE LIMITS OF THE CITY OF BEAUMONT THE STATE OF TEXAS § COUNTY OF JEFFERSON § Business Name: Coastal Caverns, Inc. Business Phone: 1833 500-7590 Business Address: 6045 Highland Avenue Beaumont Texas 77705 The City of Beaumont, hereinafter called "City", for and in consideration of the sum specified herein $500.00 for the 2 -inch conduit with 4 -inch casing crossing utilities at Highway 93, Hillebrant Road, and Hebert Road hereby grants to Coastal Caverns, Inc. hereinafter called "Licensee", the license to lay, maintain, operate, replace, or remove a pipeline for the transportation of oil, gas, water, or fiber optic products, on or across the following City easement and/or property situated outside the City of Beaumont, *Jefferson County, Texas, but being within our Extra -Territorial Jurisdiction (ETJ) and/or Certificate of Convenience and Necessity (CCN) and being more particularly described in Exhibit "A" attached hereto and made a part her, for all purposes. Nearest Street Distance to. Easement 'Length (Linear FooD of Crossing Highway 93, west side in TxDOT ROW, 20 -inch DI 90 utility line (no ROWS Hillebrant Road, north of ROW, 16 -inch FM 02 pipeline and 12 -inch FM 99 pipeline (no ROW) Hillebrant Road, in ROW, 20 -inch sanitary sewer line (no ROW) Hebert Road, in ROW, 18 -inch water line and 12 -inch sewer line (no ROW) 1 EXHIBIT "C" COST OF LICENSE: Licensee shall make payment to the City of Beaumont as follows: License Agreement fee - $500.00 o Annual fee of $2.25 per linear foot of pipeline located within City property. Said fee shall be reset on January 31, 2011 and shall be reset every ten (10) years, thereafter, to a level to be determined by the City Council or their delegated representative. All fees, including the first annual fee for linear foot usage shall be made to the Water Utilities Departnent and payable to the City of Beaumont prior to construction. This license is granted by the City of Beaumont subject to conditions. Failure to comply with the following may result in termination of agreement (see page 8). GENERAL CONDITIONS: Licensee does not intend to sell product for resale from the covered pipeline to customers located within the. City; however, Licensee recognizes that should it sell product for resale from this covered pipeline to customers within the City, it will be required to report such distribution and when lawfully required to do so, pay a street rental fee based on revenues. The annual fee and the regulations controlling the payment of such fee will be those as lawfully established by the ordinances of the City. o All pipelines crossing City of Beaumont utility easements, water or sanitary sewer easements shall be bored from easement line to easement line. Within these limits, the pipeline shall be protected by casing or other method approved by the City Water Utilities Department. o The pipeline shall be constructed in such a manner as approved by the City so as it does not interfere with the use of the City property.' o The pipeline shall be installed a minimum of three (3) feet below ground and a minimum of five (5) feet below the lowest existing or proposed ditch grades, waterlines, sanitary sewer lines or storm drainage lines, unless otherwise authorized by the City. Such grades and lines shall be indicated on map submittal, as well as depth of proposed pipeline (see page 3). 2 The construction and operation of the pipeline shall not interfere with the natural drainage in that area nor with the drainage system of the City, nor with sanitary sewer lines, waterlines, or other utilities. Damage to existing ditch grade during construction or maintenance of the pipeline shall be corrected and the ditch grade shall be restored to the condition and grade at which it existed prior to construction or maintenance. Bore pits shall be backfilled according to City standards. o Excavations necessary for the construction, repair, or maintenance of the pipeline shall be performed in such a manner that will cause minimal inconvenience to the public. Licensee shall promptly restore the area to as • good a condition as before working thereon and to the reasonable satisfaction of the City's Water Utilities Department. Operations along easements shall be performed in such a manner that all property where operations are performed will be restored • to original condition or better. No equipment or installation procedures will be used which will damage any structures. The cost of any repairs to structures, sanitary'sewer lines, water lines or other easement features as a result of this installation will be borne by the owner of this line. o Any construction which takes place in, on, under, above, or across property not owned by -the City shall require additional permission by the owner(s) of the property involved. Written proof of said permission is to be provided to the City as part of the application process. Approval of this. license agreement excludes permission to do any construction on property which is not owned by the City of Beaumont. 1 o Any licenses, permits or agreements required by another governmental entity (County, State or Federal) to adjoining property shall be obtained and a copy of such document shall be provided to the City. o Licensee shall be responsible for acquiring all agreements necessary for the lawful use of any private property. o A map showing the location of the proposed pipeline shall be provided. o The pipeline shall be maintained and operated in such a manner as not to leak and/or cause damage to the City property. Once the pipeline is in operation, any damage that occurs to the pipeline which results in exposure or release of product must be reported immediately to -the City Fire Department - and Water Utilities Department. Licensee shall fully cooperate with the Fire Department and provide, or assist with providing, any and all necessary notifications, evacuations or other necessary actions. Leaks or other defects are to be repaired immediately by Licensee at it's own cost. The Licensee shall be responsible for the cleanup and remediation of contaminated areas due to exposure or release of product and any and all costs associated with said cleanup and remediation. The Licensee shall be responsible for any and all costs associated with the relocation of the pipeline. As provided, the necessity for relocation of the pipeline shall be solely within the discretion of City. Installation will be done in accordance with all City standards and statutes of the State of Texas. 1� 1P Licensee shall furnish the. City with a Certificate of Standard Liability Insurance, including bodily injuries and property damage, naming the City of Beaumont as an Additional Insured Such policy shall provide for the following minimum coverage: . Bodily injuries: $ 300,000.00 per person $1,000,000.00 per incident Property Damage: $11000,000.00 Such insurance shall be maintained in force and .effect during the construction or required maintenance of the pipeline and during the life of the pipeline. Such certificate shall -contain a provision that at least fifteen (15) days written notice must be given to the City prior to cancellation, alteration, or modification of such insurance. e Licensee shall have in force with the City a surety bond in the principal amount of $11000,000.00. The bond shall be payable to the City of Beaumont for the use and benefit of any person entitled thereto and conditioned that the principal and surety will pay all damages to any person caused by, or arising from, or growing out of any violation of the terms of this agreement. The bond shall provide that it may not be cancelled, altered, or otherwise modified withoutgiving fifteen (15) days prior written notice to the City. The bond shall be good and in effect'for a period of one (1) year from the date of completion of construction of the pipeline. Licensee shall indemnify, save and hold harmless the City of Beaumont 4 from any and all claims for injuries and damages to persons or property occasioned by or arising out of the construction, maintenance, operation, repair or removal of the pipeline. This indemnity expressly extends to claims alleging negligence by the City of Beaumont, it's agents, officers or employees, arising from actions taken or occurrences under this license agreement. o If the pipeline or any part thereof installed by Licensee shall be in any respect damaged or injured by City or any of its agents or employees in connection with the performance of any work or repairs that may be done upon the property mentioned herein: Licensee shall not be entitled to prosecute or maintain a claim against the City of Beaumont * for any such damage or injuries so sustained by it; however, said conditions shall -not prevent Licensee from recovering against any contractor who shall damage Licensee's property in the course of such contractor's performance of any contract with the City. OTHER CONSTRUCTIONA A MNANCE WITHIN PROPERTY: City will use its best efforts to notify Licensee of any proposed construction and/or maintenance, to be done by City forces or by contract for, the. City, within the property involved with this license. Notification, to Licensee, of other .construction and/or maintenance permitted by the City and within the property involved with this license will be the responsibility of the company obtaining said permit. Licensee shall mark the location of its lines within forty-eight (48) hours after receipt of such notification of proposed construction. Licensee shall maintain a local, or toll free, telephone number to be called for notification of construction or maintenance and for location of line$. Such number, or charges to such number, will be provided to the City (Water Utilities Department) and kept current at all times. This number shall beprovided to entities permitted to construct, maintain or excavate within this City property and which are required to provide notification of such work. When information has been relayed to Licensee, through the phone number provided, such contact shall constitute notification for Licensee to provide location of its lines. Failure, by Licensee, to respond within the required time frame shall alleviate the responsibility of the person(s) requiring the lines to be relocated o City reserves the right to lay, and to permit to be laid, sewer, gas, water and other pipes and cables, and to do or permit to be done any underground 5 work that may be deemed to be necessary or proper by City in, across, along, or under the property. In doing or pernutting any such work, the City of Beaumont shall not be liable to Licensee for any damage occasioned; it being understood that nothing herein shall be construed as foreclosing Licensee's rights to recover damages against any contractor or third party who may be responsible for damages to Licensee's facilities. Whenever by reason of the change in the grade of the property occupied by Licensees' pipeline, or by reason of the location or manner of constructing drainage structures, water pipes, gas pipes, sewers, or other underground construction for any purpose whatever, it shall be deemed necessary by City to relocate, alter, encase, change, adopt or conform the pipeline of Licensee thereto, such change shall be made promptly by Licensee at its cost and without claim for reimbursement or damages against City. If the change is demanded by the City for the benefit of any other person or private corporation, except the City, Licensee shall be reimbursed fully by the person or corporation desiring or occasioning such change for any expense arising out of such change; Licensee will, upon notice from the City, make such change immediately and at its own cost; it being understood that City will not participate in any part of the cost of any change involving relocation, altering, encasing, boring, or changing in any manner of the pipeline where same is within City property. NOTIFICATION/INSPECTION: o Any and all work to be performed on City property shall be observed and inspected by a City representative. Any work to be performed within the City limits will be subject to periodic inspection to ensure compliance with construction standards. Licensee shall provide the City (Water Utilities Department) forty-eight (48) hours prior to the installation of the lines permitted by this license. A representative will be scheduled to be present. The expense of such inspection services may be billed to the Licensee and such amounts will be reimbursed to the City. Licensee shall notify the Water Utilities Department at least forty-eight (48) hours prior to completion of work and removal of equipment from the job site to permit the City to make an inspection. SPECIAL CONDITIONS: Nonassignable This license is personal to the Licensee. It is nonassignable and any attempt to assign this license will terminate the license privileges granted to Licensee hereunder. Termination This agreement is subject to termination by the City if any condition specified herein is not met. This agreement may also be terminated by the Licensee. Either party attempting to terminate this agreement shall give written notice to the other specifying the date of, and the reason for, termination. Such notice shall be given not less than thirty (3 0) days prior to the termination date therein specified. Any written notice may be effected either by personal delivery or by registered or certified mail, postage prepaid with return receipt requested. Mail notices shall be addressed to the addresses of the parties as follows: City of Beaumont Name of Licensee: Coastal Caverns, Inc. P.O. Box 3827 Beaumont, Texas 77704 Address of Licensee: 6045 Highland Avenue, ATTN: David S. Brand Attn: City Manager City and State of Licensee: Beaumont, Texas 77705 Upon cancellation, the pipeline shall be removed and property restored to a condition acceptable to the Water Utilities Director. In the event of cancellation, any and all monies collected for fees associated with this agreement will remain the property of the City. There will be no reimbursements. 7 Commencement of work on the pipeline by Licensee after the date of this fully executed license shall be construed as evidence of Licensee's acceptance and approval of the conditions above set forth. IN WITNESS. VaIEREOF, the City of Beaumont, Texas, has caused these presents to be signed by its City Manager and the seal of the City to be herewith affixed by the City Clerk, this day of , A.D. 20 ATTEST: City Clerk HALEY M. BOOZER j•. ' � ;�? Notary Public. State of Texas '- ` My Commission Expires June 02, 2018 ATTEST: 8 CITY OF BEAUMONT, TEXAS By: . Kyle Hayes, City Manager APPLICANT'S COMPANY NAME: (Licensee) Coastal Caverns. Inc. Represented by: avid S. Branch, Chief Operating Officer Title CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS GRAPHIC SCALE (MILES) 1 1/2 0 1 2 -HWMAFApI17Y- 0 1 02/16/18 1 ISSUED FOR PERMIT ACQUISITION JZ N0. DATE REVISION BY s H 7M L _ %fl -879427!1 FAX 985-876.9= n ndis 1WSDNFACOIY- IUI01 Som* We F—yWvi M �'lII%Or%ls P Hebert, inc. 732 ;�*,;°�; ,, COASTAL CAVERNS, INC. surve in & en" ineerin AERIAL ROUTE MAP PROPOSED 12 -INCH ETHYLENE PIPELINE, 2 -INCH UTILITY CONDUIT WITH 4 -INCH CASING & 4 -INCH NATURAL GAS PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: DM SHEET: 1 OF 8 CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY: DATE: 11/20/17 DRAWING NO.: 12930-4001 BUNDLED PROP. 120 ETHYLENE PA, iJ I 20 CONDUIT W/ 4" .CASING do 4" NAT. GAS HDD INSTALLATION p FI F H O o DI 01 I o* B K F U F- 20"DI'90 BASED ON BEAUMONT CITY UTILITIES MAP, UNKNOWN COVER TOTAL LENGTH OF R/W: *135.87 JEFFERSON COUNTY, TEXAS I tl 12" ETHYLENE J. VEATCH SURVEY, A-55 PROPOSED PIPELINE WILL BE INSTALLED (SCS 1"=407 DATE SPACERS DRAWING NO.: 00 zF o li/ z 90• $ METHOD I I I =z I i,� t J Z 0 POINT - POINT OF ENTRY' - N:13950024.01> _ POINT OF EXIT. I N: 13949954.39 < < = E: 84 I E 3524700.15• 2 - LAT:N030'01'00.71" o LAT-N030*01'00.07"• U 2 LONG: W094'04'51.53"' i 4- LONG: W094'0452.89" pox 0 0 0 0 o I BUNDLED PROP. 120 ETHYLENE PA, iJ I 20 CONDUIT W/ 4" .CASING do 4" NAT. GAS HDD INSTALLATION p FI F H O o DI 01 I o* B K F U F- 20"DI'90 BASED ON BEAUMONT CITY UTILITIES MAP, UNKNOWN COVER TOTAL LENGTH OF R/W: *135.87 FEET I tl 12" ETHYLENE PA PROPOSED PIPELINE WILL BE INSTALLED (SCS 1"=407 DATE SPACERS DRAWING NO.: BY HORIZONTAL DIRECTIONAL DRILL o li/ z 90• $ METHOD RUBBER SPACERS J Z 0 8 < < Ld 2 H?i � U 2 3f ao Z pox 0 0 0 0 o o o v i? ioo or I= O3 t + +++++ ww K 8 I O U O NW8 mm rn yNyyy + + O O aj N 10 n """fill M O n N O n m O n cconr- 000 17I) n /31+00 SHEET: I tl 12" ETHYLENE PA CASING &I RUBBER (SCS 1"=407 DATE SPACERS DRAWING NO.: 12930-4002 o li/ z 90• RUBBER SPACERS J Z 0 z HDD BUNDLE DETAIL Ld 2 U pM j U 2 3f ao Z Olull �-• = o w 010 If1 LL]I�O or I= O3 t + +++++ =,o ,MM ronnnn MM W W ao 6�j El Ps r a +I a FENCE x x x TREE LINE 32+00 P LA SHEET: I tl 12" ETHYLENE PA CASING &I RUBBER (SCS 1"=407 DATE SPACERS DRAWING NO.: 12930-4002 4" NAT. GAS W/ RUBBER SPACERS 1; z HDD BUNDLE DETAIL o� ����0 N.T.S. w uj 3f ao as apco a 1a n 010 If1 LL]I�O �F� f+D+ + t + +++++ 1'07 ,MM ronnnn MM 20 136' R -O -W I ± 10 • • • • • • • • • • NAT. GROUND • 1p p. . . . . . . . . i . . . . . . . . . . .i �V. p -10 49" COV:. � . . . . . . . . . . . . . -1 1 . . . . 34' CLR. 4T CLR. I 45' COV. -20 • • • • • • : i BASED ON 10' COV. • • • • • • • • • -2 FOR UTILITY LINE -30 . . . . . . I . . . . . . I. . . . . . . . . . . . . . . . . . . .I. . . . . . -� a.I.. . . . . . . . . . -40 f . . . . . . . . . . . . . . . . . . . . . . . . . . 0 -50 29+75 30+00 31+00 32+00 32+25 BUNDLED PROFILE 2- CONDUIT RW/ 4- CASING & P/L, (VERT. SCALE 1'=407 4" NAT. GAS HDD INSTALLATION nY- 0 02/16/181ISSUED FOR PERMIT ACQUISITION JZ 20C.w Acn&. W, G W 2 v a .E,i- � r = 'M x�, l� mho NO. DATE REVISION BY S e 9S5S7927JI FAX 98T8169USi O / / i /.O O 4HOIISIONFAOIliY- '� R0 - Q 10101 S= .F—q.Sd1 6M COASTAL CAVERNS, INC. 11?orr►s NebBrt Inc, Ib214U70FAR:Y1121941I/1 surveying & engineering "If PLAN & PROFILE PROPOSED 12—INCH ETHYLENE PIPELINE, 2—INCH UTILITY CONDUIT WITH 4—INCH CASING & 4—INCH NATURAL GAS PIPELINE CROSSING 20" DI 90 CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY- JZ SHEET: 2 OF 8 CHECKED BY: JAG SCALE 1"=40' APPROVED BY: DATE 1/17/18 DRAWING NO.: 12930-4002 - - - - -- JEFFERSON COUNT', TEXAS J.A. VEATCH SURVEY, A-55 t 1,452' TO HWY. \ EDGE OF ROAD 93 INTERSECTION 1 _ OF HILLEBRANDT ROAD t2,727'TOAANDM T ST. INTERSECTION EDGE OF ROAD A n Aa EDGE OF DITCH EDGE OF DITCH 63+00 BUNDLED PROP. 120 ETHYLENE P/L, 2" CONDUIT W/ a CASING & 4" NAT. GAS BORE INSTALLATION !�! O n a Q JAG SCALE: Q O 4 Z r. kms Z --7C r X N FENCE P o �O* (51 n o � OOL ��L L W_ T Z \ n 64+00 IPROPOSED PIPELINE WILL BE INSTALLED BY BORE METHOD 20 MIN. COV. PLAN SCALE 1'=30' a n a CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY: DATE: 0 CD o o 14 10 0 oo> 0o> CD XU XU X > tp i5 F2 9 " CONDUIT W/4" 12" ETHYLENE PAAj�2 SING &RUBBER PACERS4"NAT.GAS W/ RUBBER SPACERS L 001 BORE BUNDLE 3 N.T.S. m Z x . O � U tD M 10 . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . 5' MIN. CLR. j , 10' COV. 75'MIN. CLR. in. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63+00 / 64+00 BUNDLED PROP. 12" ETHYLENE P/L, J PROFILE 2" CONDUIT W/ 4" CASING & HORz. SCALE 1' 40 NAT. GAS BORE INSTALLATION VERT. SCALE 1'=30' MIN. COV. 10 -2 64+50 0 02/16/18 ISSUED FOR PERMIT ACQUISITION JZ 3C.,p-CW,I G �o �� tm.. r 7 n x— ruso NO. DATE REVISION BY F _ ffX/� WIRD-DIF^Xsas i 876-M M O O it - O�FACUJ Y- 10I01SDA%VntF¢ q,S k670 COASTAL CAVERNS, INC. a il!9orris P. Hebert, Inc. „�„ FAX � 17, surve `ill & en ineerin I-mv m AERIAL ROUTE MAP PROPOSED 12 -INCH ETHYLENE PIPELINE, 2 -INCH UTILITY CONDUIT WITH 4 -INCH CASING & 4 -INCH NATURAL GAS PIPELINE CROSSING 12" FM 99 & 16" FM 02 UTILITY LINES CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: JA SHEET: 3 OF 8 CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY: DATE: 12/07/17 DRAWING NO.: 12930-4003 - JEFFERSON COUNTY, TEXAS J.DOUTHIT SURVEY, A-114 J.A. VEATCH SURVEY, A-55 HILLEBRANDT ROAD DD#6 DITCH 104-A2 a BUNDLED PROP. 12" ETHYLENE PA &e 2- CONDUIT W/ 4" CASING a / HDD INSTALLATION / Q mQ / O / /.p 4 04 0, 11 p e Via/ / v\ O6 /" 4" �? / G YT /� v N� aPr° / 4z OF OFof QFyOQ 117+00� -774' / / / 118+00�/ 16" SUNOCO PAHDD POINT OF ENTRY/ /5. 2� CQv / / ; -, / --// N:13943798:60- ter., v / POINT OF EXIT a v E 352092246 o o N: 13943762.49 LAT: N030'00'00.76" ~ / E:3520996.62 2 / LAT. N030'00'00.37" LONG:W094'05'38.76" w PROPERTY LINE ¢ LONG: W094 05'37.94" PLAN TOTAL LENGTH OF R/W: 166.94 FEET SCALE: 1"=40' 2" CONDUIT W/4" P1 CASING & RUBBER PROPOSED PIPELINE WILL BE INSTALLED 8 SPACERS BY HORIZONTAL DIRECTIONAL DRILL METHOD 112' ETHYLENE PA HDD BUNDLE DETAIL C:) N.T.S. �Qmy o _ Qm 10 ¢m Zm p Q p �y W O U li W UW O 00 W 0 O O l� C3 I+1 0-U W c, (.7 noao Sd W W O a� e o PfRap ap � a- m ONO O IO N m n MM C14w nn Oni m N lulu n n n n n n nnnn nn n g m m 20 . . . . . . . . . . . . . . . . . . . . . . HILLEBRANDT I 20 10 • • . . .NAT. GROUND • ROAD . . . . . , I , , . . . . • DITCH 104-A2 10 • 0 . . . . . . . ' --0 9' COV -10 . . . . . . . . . . . 1.. 1 21 CLR: -10 -20 . . . . .5' MIN. CLR. -20 -30----BUNDLED PROP. 12" ETHYLENE PA • • • • • • • • • • • • • -30 &c 2" CONDUIT W/ 4" CASING -40HDD INSTALLATION �. . . . . . . . . . . . . . . -40 116+50 117+00 PROFILE HORL SCAM D VERT. SCALE 1"=40' COASTAL CAVERNS, INC. J AERIAL ROUTE MAP PROPOSED 12 -INCH ETHYLENE PIPELINE 2 -INCH UTILITY CONDUIT WITH 4 -INCH CASING CROSSING 20" SANITARY SEWER LINE CITY OF BEAUMONT JEFFERSON COUNTY. TEXAS 118+00 118+50 DRAWN BY: olratn�:-HO �surVeVinja FACM=- !A 1 3 Cpis,¢e7hit¢5.7. rl.— ilf-7m !!%5-879-lDlFAX985-8?&M DATE: ! ! ! Q 1! ! DRAWING NO.: W AW AW �®v Q10101S- lorris P Heber d, fnc."-MT—TMA NeuF-wq.Sie620 - & en ineerin 713219U70 FAX:l -219-1471 °°�p°'— DRAWN BY: JA SHEET: 4 OF 8 CHECKED BY: JAG SCALE AS INDICATED APPROVED BY- DATE: 12/05/17 DRAWING NO.: 12930-4004 6" CIPCO PA 3.6' COV. 2- ClCOP ' 3.0' JEFFERSON COUNTY, 'TEXAS E.D. CHENNETH SURVEY. A-104 N 231+00 ', \ �� \� 232+00� H" Lads.. A3® POINT OF ENTRY N: 13937306.23 E: 3528509.B2 LAT: N029'58'53.39" °Q \ \ aOUMNFA0UZY- LONG: W094'04'15.66" ° -Hebert; surv6yln.c7 & enqindQLiaa 7132U FAX:71 18" KINDER MORGAN P/L 5.8' COV BUNDLED PROP. 12" ETHYLENE P/L �& 2" CONDUIT W/ 4" CASING BORE INSTALLATION \ 233+00 POINT OF EXIT \ N: 13937240.10 \ E: 3528583.89 \ LAT: N029'S8'52.70" ONG: WO94'04'14.W cb PLAN �9s G 4� Gcy'p�r -p� �9s TOTAL LENGTH OF R/W: 199.28 FEET F�Fti '1'Fa tiFs, tiF ° 1p° ° % PROPOSED PIPELINE WILL BE INSTALLED SCALE: 1"=40. BY BORE METHOD �� �� 0 .4'-MIN.-COV.—J. .. ..p 3' CLR. 5' MIN. CLR. 12' CLR. —10 . . . . . . . . . . . . . . . . . . . . .I. —20 —20 230+50 231+00 232+00 233+00 PROFILE HORZ. SCALE: 1"=40' VERT. SCALE: 1 "=40' 0 102/16/18 1 ISSUED FOR PERMIT ACQUISITION I JZ NO. I DATE I REVISION I BY COASTAL CAVERNS, INC PROPOSED 12–INCH ETHYLENE PIPELINE 2–INCH UTILITY CONDUIT WITH 4–INCH CASING CROSSING 18" WATER LINE & 12" SEWER LINE CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS aiDIAdAFACOIIY- do ,or 7 !7 m �: AmI H" Lads.. A3® �_ 9fl5-3f¢TAI- 9H5-B7Q9QSI e Ei 9 Cv o aOUMNFA0UZY- t.-.^. -. i.il/lorris A 1"C. 2" CONDUIT W/4" -Hebert; surv6yln.c7 & enqindQLiaa 7132U FAX:71 CASING & RUBBER > cc0 SPACERS $ 12" ETHYLENE P/L 00 To 10 C BORE BUNDLE DETAIL CC7 W � N.T.S. m m ,, ' �m o p m m' �� o0 cn �,W o o�O'D �u 0� 6 �, ZZ a a XX asai;W�WaI� m'��P�P�W �a B�� N B m UD ON O .7M !7 N mmNLL![DI�ON�m Naf� tp mr,N mmmm-- NN ISO r- + + + + + + -F+U+�+++++++ +nU�N N N N' N N N N N N N N NNNNNNNN NN N NN MN N N N N N 40 — BUNDLED PROP. 12" ETHYLENE P/L I I & 2" CONDUIT W/ 4' CASING' . 30 BORE INSTALLATION 20 . . . . • . . . . . . . . . . 9CLR. . . . . . . . . . .I . . . . . . . 20 NAT. GROUND ROAD 10' CLR. 10 I . . . 10 0 .4'-MIN.-COV.—J. .. ..p 3' CLR. 5' MIN. CLR. 12' CLR. —10 . . . . . . . . . . . . . . . . . . . . .I. —20 —20 230+50 231+00 232+00 233+00 PROFILE HORZ. SCALE: 1"=40' VERT. SCALE: 1 "=40' 0 102/16/18 1 ISSUED FOR PERMIT ACQUISITION I JZ NO. I DATE I REVISION I BY COASTAL CAVERNS, INC PROPOSED 12–INCH ETHYLENE PIPELINE 2–INCH UTILITY CONDUIT WITH 4–INCH CASING CROSSING 18" WATER LINE & 12" SEWER LINE CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: JA aiDIAdAFACOIIY- do ,or 7 !7 m �: AmI H" Lads.. A3® �_ 9fl5-3f¢TAI- 9H5-B7Q9QSI e Ei 9 Cv o aOUMNFA0UZY- t.-.^. -. i.il/lorris A 1"C. 10101 Somh WMF—W.Sdw6X1 v�lm -Hebert; surv6yln.c7 & enqindQLiaa 7132U FAX:71 DRAWN BY: JA SHEET: 5 OF 8 CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY: DATE: 11/22/17 DRAWING NO.: 12930-4005 PROPOSED 12—INCH ETHYLENE PIPELINE DESIGN DATA 1.0 GENERAL INFORMATION 1.1 APPLICANT/OWNER: COASTAL CAVERNS, INC. 6045 HIGHLAND AVE, BEAUMONT TX, 77705 1.2 PIPELINE NAME: 12—INCH ETHYLENE PIPELINE 1.3 PRODUCT- ETHYLENE 1.4 CONSTRUCTION ACTIVITIES ARE SCHEDULED TO BE PERFORMED APRIL 2018. 2.0 PIPELINE DESIGN DATA 2.1 DESIGN CODES: THE PIPELINE MUST MEET CFR TIRE 49 CFR PART 195 — TRANSPORTATION OF HAZARDOUS LIQUIDS BY PIPELINE, TEXAS ADMINISTRATIVE CODE (TAC) TITLE 16, CHAPTER 8, AND ASME B31.4—PIPELINE TRANSPORTATION SYSTEMS FOR LIQUID HYDROCARBONS AND OTHER LIQUIDS. 2.2 OPERATING PRESSURE. 2220 PSIG (MAXIMUM OPERATING PRESSURE) 2.3 HYDROSTATIC TEST PRESSURE: 2775 PSIG (MINIMUM) 2.4 DESIGN FACTOR: 0.72 3.0 CARRIER LINE PIPE 3.1 OUTSIDE DIAMETER: 12.750" 3.2 WALL THICKNESS: 0.375" 3.3 PIPE SPECIFICATION: API 5L 3.4 SPECIFICATION MINIMUM YIELD STRENGTH: 60,000 PSI 3.5 MATERIAL:- CARBON STEEL 3.6 PROCESS OF MANUFACTURE ERW 3.7 EXTERIOR COATING: 14-16 MILS FBE + 22 MILS ARO COATING 4.0 CATHODIC PROTECTION 4.1 IMPRESSED CURRENT 5.0 CONSTRUCTION METHOD 5.1 PIPELINE WILL BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILL & BORE INSTALLATION METHODS. COASTAL CAVERNS, INC. PIPELINE DATA SHEET PROPOSED 12—INCH ETHYLENE PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: DM SHEET: lo;;9� •. a70UAlAFA(]1dw � �A .-m s.a s mv v MCp—D•Iadd®70IC0 sasa7�mlPAx:ssse7asus7 _ Jr _ _ d � t _ .tlOL6IONPAM4764 1 10101 \NS Fmsuy.Sul¢670 e it Iorris P Heber? Inc. 77 7 S 713-2141370 FAX: 713-21¢1471 surae in _ & en ineefin" DRAWN BY: DM SHEET: 6 OF 8 CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY: DATE: 11/22/17 DRAWING NO.: 12930-4006 PROPOSED 2—INCH CONDUIT & 4—INCH CASING DESIGN DATA 1.0 GENERAL INFORMATION 1.1 APPLICANT/OWNER: COASTAL CAVERNS, INC. 8045 HIGHLAND AVE, BEAUMONT TX, 77705 1.2 PIPELINE NAME: 2 -INCH CONDUIT 1.3 CONSTRUCTION AMWES ARE SCHEDULED TO BE PERFORMED APRIL 2018. 2.0 CONDUIT DESIGN DATA 2.1 NOMINAL SIZE........................................................................2.380" 2.2 WALL THICKNESS: ................................................................... 0.339- 2.3 SPECIFICATION: ........................................................................ DR7, PE 4710 IPS 2.4 MATERIAL' HDPE 3.0 CASING DESIGN - DATA 3.1 NOMINAL PIPE SIZE..............................................................4.500" 3.2 WALL THICKNESS: ............................................................ . ..... 0-237" 3.3 PIPE SPECIFICATION: .............................................................. API 5L 3.4 SPECIFICATION MINIMUM YIELD STRENGTH: 35,000 PSI 3.5 MATERIAL- CARBON STEEL 3.6 PROCESS OF MANUFACTURE- ERW 3.7 EXTERIOR COATING: 14-16 MILS FUSION BOND EPDXY (FBE) 4.0 CATHODIC PROTECTION 4.1 N/A 5.0 CONSTRUCTION METHOD 5.1 UTILITY CONDUIT & CASING WILL BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILL & BORE INSTALLATION METHODS. 0 1 02/16/18 1 ISSUED FOR PERMIT ACQUISITION JZ NO. I DATE REVISION BY COASTAL CAVERNS, INC. PROPOSED 12—INCH ETHYLENE PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY- DM SHEET: 7 OF 8 �V� -HOU t6 mr � �/ / / / � Y .,p—L i,Y ffi L-tme lHi�< 985-Bi3I7Ji FAX:9ffi-87G9011 . iffe m't v O �0 - 0UMNFACIL Y- ' 10101 S-hP' R-.".S.1rc620 e Yl9orris A. HeVec� /nC. H° T`� TW4 surVB i:nq & engineering . l 7132194470 FAX 713219.1 V I DRAWN BY- DM SHEET: 7 OF 8 CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY, DATE: 11/22/17 DRAWING NO.: 12930-4007 PROPOSED 4 -INCH NATURAL GAS PIPELINE DESIGN DATA 1.0 GENERAL INFORMATION 1.1 APPLICANT/OWNER COASTAL CAVERNS, INC. 6045 HIGHLAND AVE, BEAUMONT TX, 77705 12 PIPELINE NAME: 4 -INCH NATURAL GAS PIPELINE 1.3 PRODUCT- NATURAL GAS 2.0 PIPELINE DESIGN DATA 2.1 DESIGN CODES: THE PIPELINE MUST MEET CFR TITLE 49, PART 192, - TRANSPORTATION OF NATURAL AND OTHER GAS BY PIPELINE, TEXAS ADMINISTRATIVE CODE TEXAS ADMINISTRATIVE CODE (TAC) TITLE 16, CHAPTER 8, AND ASME B31.8. 2.2 MAXIMUM OPERATING PRESSURE: 285 PSIG (MOP) 2.3 HYDROSTATIC TEST PRESSURE: 428 PSIG (MINIMUM) 2.4 DESIGN FACTOR: 0.72 3.0 CARRIER LINE PIPE 3.1 OUTSIDE DIAMETER: 4.500- 3-2 WALL THICKNESS: 0.237- 3.3 PIPE SPECIFICATION: API 5L 3.4 SPECIFICATION MINIMUM YIELD STRENGTH: 35,000 PSI 3.5 MATERIAL.• CARBON STEEL 3.5 PROCESS OF MANUFACTURE: ERIN 3.7 EXTERIOR COATING: 14-16 MILS FBE + 22 MILS ARO COATING 4.0 CATHODIC PROTECTION 4.1 IMPRESSED CURRENT 5.0 CONSTRUCTION METHOD 5.1 PIPELINE WILL BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILL METHOD. COASTAL CAVERNS, INC. PIPELINE DATA SHEET PROPOSED 12 -INCH ETHYLENE PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY- DM SHEET: AV " ts�283 rm' -HOUAIAFAOLpY- C.7—Drive V &Auom.Ltd—MO 9&5 7WMIFA 98M76905'_-FIDOFACiLny- APPROVED BY: DATE: ,10101SamhWmFrte.W.US 670 orris P H&,bent survejing & en .lnc. 7131141470M :713-219-1{71 inee'rin b-", °-Phl,, DRAWN BY- DM SHEET: 8 OF B CHECKED BY: JAG SCALE AS INDICATED APPROVED BY: DATE: 11/22/17 DRAWING NO.: 12930-4008 i APPLICATION FOR UTILITY CROSSING AGREEMENT OUTSIDE THE CORPORATE LIMITS OF THE CITY OF BEAUMONT THE STATE OF TEXAS § COUNTY OF JEFFERS ON § Business Name: Coastal Caverns, Inc. Business Phone:1 321500-7590 Business Address: 6045 Highland Avenue, Beaumont, Texas 77705 The City of Beaumont, hereinafter called "City", for and in consideration of the sum specified herein $500.00 for the 4-inch natural gas pipeline crossing utilities at Highway 93 and Hillebrant Road hereby grants to Coastal Caverns, Inc. hereinafter called "Licensee", the license to lay, maintain, operate, replace, or remove a pipeline for the transportation of oil, gas, water, or natural gas products, on or across the following City easement and/or property situated outside the City of Beaumont, 'Jefferson- County, Texas, but being within our Extra -Territorial Jurisdiction (ETJ) and/or Certificate of Convenience and Necessity (CCN) and being more particularly described in Exhibit "A" attached hereto and made a part hereof for all purposes. Nearest Street Distance to Easement 'Length (Linear Foot) of Crossing Highway 93, west side in TxDOT ROW, 20-inch DI 90 utility line (no ROW) Hillebrant Road, north of ROW, 16-inch FM 02 pipeline and 12-inch FM 99 pipelin�OW) 1 COST OF LICENSE: Licensee shall make payment to the City of Beaumont as follows: a License Agreement fee - $500.00 o Annual fee of $2.25 per linear foot of pipeline located within City property. Said fee shall be reset on January 31, 2011 and shall be reset every ten (10) years, thereafter, to a level to be determined by the City Council or their delegated representative. All fees, including the first annual fee for linear foot usage shall be made to the Water Utilities Department and payable to the City of Beaumont prior to construction. This license is granted by the City of Beaumont subject to conditions. Failure to comply with the following may result in termination of agreement (see page 8). GENERAL CONDITIONS: o Licensee does not intend to sell product for resale from the covered pipeline to customers located within the. City, however, Licensee recognizes that should it sell product for resale from this covered pipeline to customers within the City, it will be required to report such -distribution and when lawfully required to do so, pay a street rental fee based on revenues. The annual fee and the regulations controlling the payment of such fee will be those as lawfully established by the ordinances of the City. All pipelines crossing City of Beaumont utility easements, water or sanitary sewer easements shall be bored from easement line to easement line. Within these limits, the pipeline shall be protected by casing or other method approved by the City Water Utilities Department. o The pipeline shall be constructed in such a manner as approved by the City so as it does not interfere with the use of the City property.' o The pipeline shall be installed a minimum of three (3) feet below ground and a minimum of five (5) feet below the lowest existing or proposed ditch grades, waterlines, sanitary sewer lines or storm drainage lines, unless otherwise authorized by the City. Such grades and lines shall be indicated on map submittal, as well as depth of proposed pipeline (see page 3). 2 The construction and operation of the pipeline shall not interfere with the natural ,drainage in that area nor with the drainage system of the City, nor with sanitary sewer lines, waterlines, or other utilities. Damage to existing ditch grade during construction or maintenance of the pipeline shall be corrected and the ditch grade shall be restored to the condition and grade at which it existed prior to construction or maintenance. Bore pits shall be backfi led according to City standards. Excavations necessary for the construction; repair, or maintenance of the pipeline shallbe performed in such a manner that will cause minimal inconvenience to the public. Licensee shall promptly restore the area to as good a condition as before working thereon and to the reasonable satisfaction of the City's Water Utilities Department. Operations along easements shall be performed in such a manner that all property where operations are performed will be 'restored - to original condition or better. No equipment or installation procedures will be used which will damage any structures. The cost of any repairs to structures, sanitary*sewer lines, water lines or other easement features as a result of this installation will be borne by the owner of this line. o Any construction which takes place in, on, under, above, or across property not owned by the City shall require additional permission by the owner(s) of the property involved. Written proof of said permission is to be provided to the City as part of the application process. Approval of this. license agreement excludes permission to do any construction on property which is not owned by the City of Beaumont. 1 o Any licenses, permits or agreements required by another governmental entity (County, State or Federal) to adjoining property shall be obtained and a copy of such document shall be provided to the City. o Licensee shall be responsible for acquiring all agreements necessary for the lawful use of any private property. o A map showing the location of the proposed pipeline shall be provided. o The pipeline shall be maintained and operated in such a manner as not to leak and/or cause damage to the City property. Once the pipeline is in operation, any damage that occurs to the pipeline which results in exposure or release of product must be reported immediately to -the City Fire Department - and Water Utilities Department. Licensee shall fully 3 cooperate .with the Fire Department and provide, or assist with providing, any and all necessary notifications, evacuations or other necessary actions. Leaks or other defects are to be repaired immediately by Licensee at it's own cost. o The Licensee shall be responsible for the cleanup and remediation of contaminated areas due to exposure or release of product and any and all costs associated with said cleanup and remediation. o The Licensee shall be responsible for any and all costs associated with the relocation of the pipeline. As provided, the necessity for relocation of the pipeline shall be solely within the discretion of City. o Installation will be done in accordance with all City standards and statutes of the State of Texas. ' • 11' 1 • /' 7�[i�i o Licensee shall furnish the. City with a Certificate of Standard Liability Insurance, including bodily injuries and property damage, naming the City of Beaumont as an Additional Insured. Such policy shall provide for the following minimum coverage: . Bodily injuries: $ 300,000.00 per person $1,000,000.00 per incident Property Damage: $19000,000.00 Such insurance shall be maintained in force and ,effect during the construction or required maintenance of the pipeline and during the life of the pipeline. Such certificate shall -contain a provision that at least fifteen (15) days written notice must be given to the City prior to cancellation, alteration, or modification of such insurance, o Licensee shall have in force with the City a surety bond in the principal amount of $1,000,000.00. The bond shall be payable to the City of Beaumont for the use and benefit of any person entitled thereto and conditioned that the principal and surety will pay all damages to any person caused by, or arising from, or growing out of any violation of the terms of this agreement. The bond shall provide that it may not be cancelled, altered, or otherwise modified without giving fifteen (15) days prior written notice to the City. The bond shall be good and in effect ' for a period of one (1) year from the date of completion of construction of the pipeline. o Licensee shall indemnify, save and hold harmless the City of Beaumont 10 from any and all claims for injuries and damages to persons or property occasioned by or arising out of the construction, maintenance, operation, repair or removal of the pipeline. This indemnity expressly extends to claims alleging negligence by the City of Beaumont, it's agents, officers or employees, arising from actions taken or occurrences under this license agreement. o If the pipeline or any part thereof installed by Licensee shall be in any respect damaged or injured by City or any of its agents or employees in connection with the performance of any work or repairs that may be done upon the property mentioned herein: Licensee shall not be entitled to piosecute or maintain a claim against the City of Beaumont for any such damage or injuries so sustained by it; however, said conditions shall -not prevent Licensee from recovering against any contractor who shall damage Licensee's property in the course of such contractor's performance of any contract with the City. OTHER CONSTRUCTION/MAINTENANCE WITHIN]' PROPERTY: City will use its best efforts to notify Licensee of any proposed construction and/or maintenance, to be done by City forces or by contract for, the. City, within the property involved with this license. - Notification, to Licensee, of other construction and/or maintenance permitted by the City and within the property involved with this license will be the responsibility of the company obtaining said permit. Licensee shall mark the location of its lines within forty-eight (48) hours after receipt of such notification of proposed construction. Licensee shall maintain a local, or toll free, telephone number to be called for notification of construction or maintenance and for location of lines. Such number, or charges to such number, will be provided to the City (Water Utilities Department) and kept current at all times. This number shall be provided to entities permitted to construct, maintain or excavate within this City property and which are required to provide notification of such work. When information has been relayed to Licensee, through the phone number provided, such contact shall constitute notification for Licensee to provide location of its lines. Failure, by Licensee, to respond within the required time frame shall alleviate the responsibility of the person(s) requiring the lines to be relocated. o City reserves the right to lay, and to permit to be laid, sewer, gas, water and other pipes and cables, and to do or permit to be done any underground 5 work that may be deemed to be necessary or proper by City in, across, along, or under the property. In doing or permitting any such Work, the City of Beaumont shall not be liable to Licensee for any damage occasioned; it being understood that nothing herein shall be construed as foreclosing Licensee's rights to recover damages against any contractor or third party who may be responsible for damages to Licensee's facilities. Whenever by reason of the change in the grade of the property occupied by Licensees' pipeline, or by reason of the location or manner of constructing drainage structures, water pipes, gas pipes, sewers, or other underground construction for any purpose whatever,. it shall be deemed necessary by City to relocate, alter, encase, change, adopt or conform the pipeline of Licensee thereto, such change shall be made promptly by Licensee at its cost and without claim for reimbursement or damages against City. If the change is demanded by the City for the benefit of any other person or private corporation, except the City, Licensee shall be reimbursed fully by the person or corporation desiring or occasioning such change for any expense arising out of such change; Licensee will, upon notice from the City, make such change immediately and at its own cost; it being understood that City will not participate in any part of the cost of any change involving relocation, altering, encasing, boring, or changing iYi any manner of the pipeline where same is within City property. NOTIFICATIONANSPECTION: Any and all work to, be performed on City property shall be observed and inspected by a City representative. Any work to be performed within the City limits will be subject to periodic inspection to ensure compliance with construction standards. Licensee shall provide the City (Water Utilities Department) forty-eight (48) hours prior to the installation of the lines permitted by this license. A representative will be scheduled to be present. The expense of such inspection services may be billed to the Licensee and such amounts will be reimbursed to the City. Licensee shall notify the Water Utilities Department at least forty-eight (48) hours prior to completion of work and removal of equipment from the job site to permit the City to make an inspection. 51 SPECIAL CONDITIONS: Nonassignable This license is personal to the Licensee. It is nonassignable and any attempt to assign this license will terminate the license privileges granted to Licensee hereunder. k1ra UOe This agreement is subject to termination by the City if any condition specified herein is not met. This agreement may also be terminated by the Licensee. Either party attempting to terminate this agreement shall give written notice to the other specifying the date of, and the reason for, termination. Such notice shall be given not less than thirty (30) days prior to the termination date therein specified Any written notice may be effected either by personal delivery or by registered or certified mail, postage prepaid with return receipt requested Mail notices shall be addressed to the addresses of the parties as follows: City of Beaumont Name of Licensee: Coastal Caverns, Inc. P.O. Box 3827 Beaumont, Texas 77704 Address of Licensee: 6045 Highland Avenue, ATTN: David S. Branc Attn: City Manager City and State of Licensee: Beaumont, Texas 77705 Upon cancellation, the pipeline shall be removed and property restored to a condition acceptable to the Water UtiHes Director. In the event of cancellation, any and all monies collected for fees associated with this agreement will, remain the property of the City. There will be no reimbursements. 7 Commencement of work on the pipeline by Licensee after the date of this fully executed license shall be construed as evidence of Licensee's acceptance and approval of the conditions above set forth. IN WITNESS• WIMREOF, the City of Beaumont, Texas, has caused these presents to be signed by its City Manager and the seal of the City to be herewith affixed by the City Clerk, this _31A day of Pi A.D. 20 If IL IA-j1 44 L HALEY M. BO:of Notary Pubiic. StatxasMy CommissionsJune 02, 2 ATTEST: e 8 CITY OF BEAL UMONT, TEXAS By: [ . Kyle Hayes, City Manager APPLICANT'S COMPANY NAME: (Licensee) Coastal Caverns, Inc. Represented by: David S. Branch, Chief Operating Officer Title CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD,YYYY) 1 4110/2018 3/9/2018 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(les) 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 LOCKTON COMPANIES 3657 BRIARPARK DRIVE, SUITE 700 HOUSTON TX77042 866-2603538 ME, c, ND Ext : F C No): E-MAIL ADDRESS: INSURERAFFORDING COVERAGE ill N IC>F INSURER A: James River Insurance Company 203 INSURED Caliche Costal Cavems Inc. 1443519 919 Milam Street, Suite 2425 Houston TX 77002 INSURER B : Endurance American Insurance Company 641 INSURER C SU D: INSURER E : INSURER F: 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 LT TYPE OF INSURANCE ADL SD SUBR WVD POLICY NUMBER POLItp F Y MMO/uDD EY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR Y N 00076770-0 4/10/2017 4/10/2018 EACH OCCURRENCE $ 1,000,000 DAMAGETOEa occurrence) RE $ 100,000 MED EXP oneperson) EXC1Uded PERSONAL &ADV INJURY $ 1,000,000 GEN'LAGGREGATELIMIT APPLIES PER: POLICY❑ JEa LOC HOTHER., GENERAL AGGREGATE $ 2000000 PRODUCTS -COMP/OPAGG s2,000,000 $ AUTOMOBILE LIABILITY ANYAUTO AO��EOpSONLYHRUCRISULEDO�pWN�BODILYINJURY(Peraccident AUTOS ONLYAUTOS ONLY NOTAPPIICABi.E (Ea accIcEDISINGLE DMIT ddINJURY $ XXX xxxx BODILY (Per person) $ XXXXXXX $ (PeOaEden DAMAGE $ xxxx= B X UMBRELLA LJAB EXCESS LIAB X OCCUR CLAIMS -MADE Y N EKC30MM0900 4/10/2017 4/10/2018 OCCURRENCE $ 1,000,000 JEACH AGGREGATE $ 1 OOO OOO DED I I RETENTION $ $ XXXXXXX WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETORIPARTNER/EXECUTIVE OFFICEPJMEMBER EXCLUDED? ❑ (Mandatory In NH) ttm desca'ba under DESCRIPTION OF OPERATIONS below' N/A NOT APPLICABLE VA. OER EL EACH ACCIDENT $ XX�X�rX�/X�X�/X�/ EL DISEASE -EA EMPLOYEE $ X,'CXX ]A nISEASE-POLICY' —rr V = W� Ic DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) All policies include a blanket automatic additional insured (provision] that confers additional insured status to the certificate holder only if there is a written contract between the named insured and the certificate holder that requires the named insured to name the certificate holder as an additional insured. In the absence of such a contractual obligation on the part of the named insured, the certificate holder is not an additional insured under the policy. NF11Y V GLLN 11 V IY SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 15261661 AUTHORIZED REPRESENTATIVE City of Beaumont PO Box 3827 Beaumont TX 77704 ACORD 25 (2016103) ©1988-2015 ACORD CORPORATI . All rights reserved The ACORD name and logo are registered marks of ACORD rn IMI[Annu nc Pr Tlnu na naawennuGn ncAMMrW MCLES/EXCLUsiONs ADDED By ENDORsmEKT/sPECIAL PROVISIONS (Use only if more space is mgWred) All policies include a blanket notice of cancellation to certificate holders endorsement, providing for 15 days' advance notice if the policy is cancelled by the company other than for nonpayment of premium, 10 days' notice if the policy is cancelled for nonpayment of premium. Notice is sent to certificate holders with mailing addresses on file with the agent or the company. The endorsement does not provide for notice of cancellation if the named insured requests cancellation. ACORD 25 (2016/03) l;erwicate tiotaer iu: iDcoiooi CITY OF BEAUMONT JEFFERSON COUNTY. TEXAS GRAPHIC SCALE (MILES) 1 1/2 0 1 2 0 1 02 16 18 1 ISSUED FOR PERMff ACQUISITION JZ NO. I DATE I REVISION BY COASTAL CAVERNS, INC. AERIAL ROUTE MAP PROPOSED 12—INCH ETHYLENE PIPELINE, 2—INCH UTILITY CONDUIT WITH 4—INCH CASING & 4—INCH NATURAL GAS PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS 1 -HOWUFACLLITY- em na.e �.-ct E/ 0. � 0 AN AV my Hm�,2I.&1-70960 985-B79--O. FAX 9&5376-9M ID a m Gi 8II - OUMONFACHM- e d dorr%S P r bbar[, Inc. sli-meKing & engineeringID 7 YL9-- PAX—�.]� 774 m DRAWN BY: DM SHEET: 1 OF 8 CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY- DATE: 11/20/17 DRAWING NO.: 12930-4001 JEFFERSON COUNTY, 'TEXAS J. VEATCH SURVEY, A-55 Z -- 0 O o, g F- I ft: La I t 1T1 I �trl I � IfE 1I 1'� FENCE = POINT OF ENTRY' z POINT OF EXIT — N:13950024.01> I N.13949954.39 = E 3524816.84> I E:3524700.15 —_ LAT.N030*01'00.71" o LAT.-NO30-01'0Q.07" LONG: W094'04'51.53 I i LONG: W094'04'52.89 TREE LINE — 30+00 31+00 32+00 m BUNDLED 2�U/�4 ETHYLENE CONDUIT do Z 90• 1 4" NAT. GAS HDD INSTALLATION =z I D f"• U U I U I 0 = U _ o �I c 3 0 r F wo I wo o I= w 1i.,rr,.� 3 _ j o I d ww K Op I UP. W W yj 1 w wow a palm Ir O CL a c Sa L� Lou - 20'DI'90 BASED ON BEAUMONT CITY UTILITIES MAP, UNKNOWN COVER PLAN 2" CONDUIT W/4" 12" ETHYLENE P/L CASING &RUBBER TOTAL LENGTH OF R/W: f 135.87 FEET 1 (SCALE: 1'=40') SPACERS PROPOSED PIPELINE WILL BE INSTALLED Pj BY HORIZONTAL DIRECTIONAL DRILL8 RUBBER SPACERS METHOD U o P I f=' M ii zY = W �^ UUR HDD BUNDLE DETAIL 0 IL I- '� Ll w 00 N.T.S. 3 B Co3 V H NWW 1� a�illi�lL� 3E~ ow <0 w FFO U 88 0 m M 1N IOD GODnr NN MMMMa fD100 + + + .} + w 0 0 O O N 17 M 170 M + + +t� O O 00 MJ M Iry 17 MJ + O 17 ++ tttt+ tt MM7 mnK MIn M7M 20 136' R-O-W 20 10 . . . . . . . . . . . I NATGROUND . 10 pi . . . . . . . . . . . . . . . . . . .i. . .v. . . . p -10 . . . . . 49" COV.- 1 . . . . . . . . . . . 47' CLR. I . . . . . . -10 I 34' CLR. 45' COV. -20 . • • • • i BASED ON 10' COV. • •I 1-20 FOR UTILITY LINE. -30 . . . .I . . . . . . . . . . . . . . . .I . . . . . . -u .I . . . . . . . -4 T . . . . . . . . . . ... . . . . . . . . . . . . . . . . 0 1-5 29+75 30+00 31+00' 32+00 32+25, R 0 F I LE BUNDLED PROP. 12' ETHYLENE P/L, P (H SCALE 1•�40') 2' CONDUIT W/ 4' CASING dt (VERT. SCALE: 1'=407 4' NAT. GAS HDD INSTALLATION -m� .. 0 02 16 18 ISSUED FOR PERMIT �•. 4i0lUAFACnn Y- T y e ® HmA360 98SV6-Ml FA7LM-V&9= ,HOHSH'NF=. , S- 10101 Sarah i9s5ee¢ry.Svhe@0 CO®STAI, CAVERNS, INC. fNorr�s P Nabsr4 Inc, Hoo�a,71m4771fH 713119-tM FAY 7 U119-IA I surveying & en ineerin­ ACQUISITION JZ N0. DATE REVISION BY PLAN &PROFILE PROPOSED 12—INCH ETHYLENE PIPELINE, 2—INCH UTILITY CONDUIT WITH 4—INCH CASING & 4—INCH NATURAL GAS PIPELINE CROSSING 20' DI 90 CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: JZ SHEET: 2 OF 8 CHECKED BY: JAG SCALE: 1'=40' APPROVED BY: DATE: 1/17/18 DRAWING NO.: 12930-4002 t 1,452' TO HWY. 93 INTERSECTION JEF]MRS®N COUNTY, TEXAS J.A. VEATCH SURVEY, A-55 _ (L OF HILLEBRANDT ROAD f 2,727' TO A AND M -� ST. INTERSECTION � 2 EDGE OF DITCH �y „ EDGE OF DITCH 'u 3 63+00 x E 0 g BUNDLED PROP. 12" ETHYLENE P/L, 2" CONDUIT W/ 4' CASING do 4' NAT. GAS BORE INSTALLATION V PROPOSED PIPELINE WILL BE INSTALLEE BY BORE METHOD EDGE OF ROAD � Yin FENCE c7 84+00 r s I n a 1 � I � I N i�I x� VZ �Z 7 PLAN 2" CONDUIT W/4" 12" ETHYLENE PA CASING & RUBBER SCALE: 1'=30' SPACERS 4- NAT. GAS W/ a RUBBER SPACERS a a o N CD W BORE BUNDLE DETAIL Z 3 N.T.S. °to 0 m X z X X > ZYZ 5 .{{. ' _ 4' MIN. COV. 10 4' MIN. COV. 10 5' MIN. CLR. nF 0 10' COV. p. . . . . . p 5' MIN. CLR. -10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -10 -20 -20 63+00 64+00 64+50 BUNDLED PROP. 12" ETHYLENE P/L., PROFILE 2" CONDUIT W/ 4" CASING & 4" NAT. GAS BORE INSTALLATION VRT. SCALE: 1•=30' ERT. SCALE: 1'=30' 0 •• `- -}IDIAfA FAO1lIY- ]6 Cm —Aire 02 16 18 ISSUED FOR PERMIT o � Aco L dli a71DG0 %5-0 -985-SY- � O .HO2731FA 0US1FAX:985-876905'_ COASTAL CAVERNS, INC. �. s ibdorrrs fSo 3ert, Inc. IOIOISmm® smite RO 710-11'YWDFAX-71}419-IA1 surveying & engineering ACQUISITION JZ NO. DATE REVISION BY AERIAL ROUTE MAP PROPOSED 12—INCH ETHYLENE PIPELINE, 2—INCH UTILITY CONDUIT WITH 4—INCH CASING & 4—INCH NATURAL GAS PIPELINE CROSSING 12" FM 99 llc 16' FM 02 UTILITY LINES CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: JA SHEET: 3 OF 8 CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY: DATE: 12/07/17 DRAWING NO.: 12930-4003 JEFFERSON COUNT"Y, 'TEXAS J.DOUTHIT SURVEY, A-114 J.A. VEATCH SURVEY, A-55 HILLEBRANDT ROAD DD#6 DITCH 104-A2 o o / % BUNDLED PROP..12D ETHYLENE P/L L / & 2' CONDUIT W/ 4- CASING HDD INSTALLATION Q / Q f / m A;Q lu / pFl m �'� / o / /o y oo 13 CGS o\�O� (GZ J A , a�,� -�4 �oF� / oF�oFo. Q�oe� / 117+00� / 74' I / 118+00�/ 16" SUNOCO P/L HDD POINT OF ENTRY 'S o 3 v vU N:13943798.60-� �r� �' �+✓ , POINT OF EXIT E:3520922.46 1 o N:13943762.49 P E 3520996.62 LAT. N030'00'00.76" , % %a 2 co/ I LAT: N030 00'00.37" LONG: W09405'38 78" Iv 1 PROPERTY LINE / y A/ I � Q '4LONG WO94'05'37.94" A PLAN I SCALE: 1 "=40' o TOTAL LENGTH OF R/W: ±66.94 FEET 2" CONDUIT W/4" CASING & RUBBER PROPOSED PIPELINE WILL BE INSTALLED $ SPACERS BY HORIZONTAL DIRECTIONAL DRILL ' METHOD 112" ETHYLENE P/L z HDD BUNDLE DETAIL 3 'o N.T.S. s � o „ mZ ' ZZY O W O 2 UmY Z2 U m OD mzm O O 1 �U W O O O p0 p0-0 gd W oWo O d H 8 U �W R RPlir0 li� U R li ,p m r mmNm NSF r rn sr •} t t tt+t +t - + mm n n n ,. n r nnrn nn m 30 20 JJ . . . . . . . . . . . . . I HILLEBRANDT I. 20 10 ROAD. . . . . . . . . . . . NAT. GROUND • DITCH 104-A2 10 p 15' CLR.� 0 19, C V. -10 . . . . . . . . . . . . . ¢. . . . . . . . .21' CLR: . . . . -10 J 5' MIN. CLR. -20 -20 . . . . . . . . . . . . . . . . . . -30BUNDLED PROP. 12' ETHYLENE P/L • . • • ' • . • • • ' • • ' . • • • -30 do 2" CONDUIT W/ 4" CASING -40 HDD INSTALLATION �. . . . . . . . . . . . . . . . �6 116+50 117+00 PROFILE HORZ. SCALE. 1'=40' VERT. SCALE 1'=40' 0 1 02 16 18 1 ISSUED FOR PERMIT ACQUISMON JZ NO. DATE REVISION BY COASTAL CAVERNS, INC. PROPOSED 12-INCH ETHYLENE PIPELINE 2-INCH UTILITY CONDUIT WITH 4-INCH CASING CROSSING 20" SANITARY SEWER LINE CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS 118+00 118+50 . -. -HOUMAFACn IY- ���®® EA ffif ..1 7m Haimylavchm7M13® 98T-B QQ � O O H ri OUS XFACf-8169411 -NOUSTCIIi FAQISS ,p� pp�� ((,�. pp �PY/�%//S P HobeP l, I0I01 Sat�Nat Faemay. SvLe @0 d Ina suave. in & en ineerin 71ii144tA FAJL73Z9-Inl '��°� DRAWN BY: JA SHEET- 4 OF 8 CHECKED BY: JAG SCALE AS INDICATED APPROVED BY: DATE: 12/05/17 DRAWING NO.: 12930-4004 JEFFERSON COUNTY, 'TEXAS E.D. CHENNETH SURVEY, A-104 \'cA \ N \ o-��—� A \ 6" CIPCO PA 3.6' COV. �x \ �'- 12" Cl CO P 3.0COV. '0/- \ 231+00 POINT OF ENTRY N:13937306.23 E 3528509.82 LAT. N029'58'53.39" LONG: W094'04'15.66" TOTAL LENGTH OF R/W: ±99.28 FEET PROPOSED PIPELINE WILL BE INSTALLED BY BORE METHOD 2" CONDUIT W/4" CASING & RUBBER SPACERS I 12" ETHYLENE PA BORE BUNDLE DETAIL Z o N.T.S. M 0 O � N N Oa 0 10 '' °� F\ °8ec� v 0 o pp F . . °L PLAN SCALE 1"-40' �� `.c k. 18" KINDER MORGAN PA 5.8' COV. BUNDLED PROP. 12" ETHYLENE PA \& 2" CONDUIT W/ 4' CASING BORE INSTALLATION \ 233+00 \\\\NE' OINT OF EXIT :13937240.10 3528583.89 AT:N029'58'52.70" ONG: WO94*O4'14.85" �iy� pO e ,T 1PO 0+ 9t �. ° 'p0 ° s, �10 % 0a �o O U U� a� a a � ¢ r- 0 o w '" i0 0 of = 0 U U e.N- w 2 �U C=JYO m c m � 02, ® o o a00000 zz 3'i5"ti'v�ro o wo 0o w ran o ,y� dSaow wn.i'� Xx ON M] M 17 N mG]N1f)cO1�ON�[O N�� tO1D1�I�I�I�[Dm W m MRS t N N z a _++ + F + F + + + + N N y+,{M_M+��+��+��+MMi MMI��MMF++ Mi 4�INNNNNNNNN NNN N N N N N N N N BUNDLED PROP. 12" ETHYLENE PA 30 - 2" CONDUIT W/ 4' CASING' 20 • . . . . . . . . BORE. INSTALLATION 9' CLR.. . . I . . . NAT. GROUND ROAD 10' CLR. 10 - . . . . . . . 0 . . . . 4'- MIN. • COV: J . . .. .. . . . 0 3' CLR. 5' MIN. CLR. 12' CLR. -10 . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . ..I . . . . . . . . -10 23G+50 231+00 232+00 PROFILE HORZ SCALE: 1"-40' VERT. SCALE: 1"=40' 233+00 0m 0 02 16 18 ISSUED FOR PERMIT ' Aw • g9 0 -10I FAM=- N0. DATE REVISION a '0 a" %w! Ham�la®. A3fi0 985-BHZ7Jr FAX 98S-87fi-9t13'_ g ��' 0US0NFAOLRY- COASTAL CAVERNS, INC ffiwol s P never4 600. oio�- �sow aim Frsw7, m�em „3- � ; „� ¢14,1 surve in & en ineeri.n ACQUISffION JZ BY AERIAL ROUTE MAP PROPOSED 12—INCH ETHYLENE PIPELINE 2—INCH UTILITY CONDUIT WITH 4—INCH CASING CROSSING 18" WATER LINE & 12" SEWER LINE CITY OF BEAUMONT JEFFER50N COUNTY, TEXAS DRAWN BY,.-. JA SHEET: 5 OF 8 CHECKED BY: JAG SCALE AS INDICATED APPROVED BY: DATE: 11/22/17 DRAWING ND.: 12930-4005 PROPOSED 12—INCH ETHYLENE PIPELINE DESIGN DATA 1.0 GENERAL INFORMATION 1.1 APPLICANT/OWNER.- COASTAL CAVERNS, INC. 6045 HIGHLAND AVE, BEAUMONT TX, 77705 1.2 PIPELINE NAME: 12-INCH ETHYLENE PIPELINE 1.3 PRODUCT: ETHYLENE 1.4 CONSTRUCTION ACTIVITIES ARE SCHEDULED TO BE PERFORMED APRIL 2018. 2.0 PIPELINE DESIGN DATA 2.1 DESIGN CODES: THE PIPELINE MUST MEET CFR TITLE 49 CFR PART 195 - TRANSPORTATION OF HAZARDOUS LIQUIDS BY PIPEUNE, TEXAS ADMINISTRATIVE CODE (TAC) TITLE 16, CHAPTER S. AND ASME B31.4-PIPELINE TRANSPORTATION SYSTEMS FOR LIQUID HYDROCARBONS AND OTHER LIQUIDS. 2.2 OPERATING PRESSURE:2220 PSIG (MAXIMUM OPERATING PRESSURE) 2.3 HYDROSTATIC TEST PRESSURE: 2775 PSIG (MINIMUM) 2.4 DESIGN FACTOR: 0.72 3.0 CARRIER LINE PIPE 3.1 OUTSIDE DIAMETER: 12.750" 3.2 WALL THICKNESS: 0.375" 3.3 PIPE SPECIFICATION: API 5L 3.4 SPECIFICATION MINIMUM YIELD STRENGTH: 60,000 PSI 3.5 MATERIAL.• CARBON STEEL. 3.6 PROCESS OF MANUFACTURE: ERW 3.7 EXTERK)R COATING: 14-16 MILS FBE + 22 MILS ARO COATING 4.0 CATHODIC PROTECTION 4.1 IMPRESSED CURRENT 5.0 CONSTRUCTION METHOD 5.1 PIPELINE WILL BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILL & BORE INSTALLATION METHODS. 0 02 16 18 ISSUED FOR PERMIT ACQUISITION JZ NO. I DATE I REVISION BY COASTAL CAVERNS, INC. PROPOSED 12—INCH ETHYLENE PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS -HOlA1APAml:Y- - }k.�1PAD74 Al,�/J� - jap OUSSTONXFACU - Q nJ C wlo[S-AWa F—J.S.r.em Si Diri3 p. He?b&rt, J110. auaiau�iovi��c-iiia�'is m surve in . & engineering SHEET: 6 OF 8 DRAWN BY: DM CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY: DATE- 11/22/17 DRAWING NO.: 12930-4006 PROPOSED 2—INCH CONDUIT Sc 4—INCH CASING DESIGN QATA 1.0 GENERAL INFORMATION 1.1 APPLICANT/OWNER: COASTAL CAVERNS, INC. 6045 HIGHLAND AVE, BEAUMONT TX. 77705 1.2 PIPEUNE NAME 2-INCH CONDUIT 1.3 CONSTRUCTION ACTIVITIES ARE SCHEDULED TO BE PERFORMED APRIL 2018. 2.0 CONDUIT DESIGN DATA 2.1 NOMINAL SIZE.......................................................................2.380" 2.2 WALL THICKNESS: ................................................................... 0.339- 2.3 SPECIFICATION: ........................................................................ DR7, PE 4710 IPS 2.4 MATERIAL* HDPE 3.0 CASING DESIGN DATA 3.1 NOMINAL PIPE SIZE..............................................................4.500" 3.2 WALL THICKNESS: ............................... ...... ....................... I ... 0.237' 3.3 PIPE SPECIFICATiON:............................................ _.... AP! 5L 3.4 SPECIFICATION MINIMUM YIELD STRENGTH: 35,000 PSI 3.5 MATERIAL: CARBON STEEL 3.6 PROCESS OF MANUFACTURE ERW 3.7 EXTERIOR COATING: 14-16 MILS FUSION BOND EPDXY (FBE) 4.0 CATHODIC PROTECTION 4.1 N/A 5.0 CONSTRUCTION METHOD 5.1 UTILITY CONDUIT & CASING WILL BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILL & BORE INSTALLATION METHODS. 0 102 16 18 I ISSUED FOR PERMIT ACQUISITION JZ N0. DATE I REVISION BY COASTAL CAVERNS, INC. PROPOSED 12—INCH ETHYLENE -PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS .. � .4HOIMFAOLfP1- p�ppppg���p�, }V-3n ll'AX9Mm 98S87GiDl FAX 9858769DT1 mob surVe in 1f01A]QN PdCll3LY- iamsomewssr �.sraee�o s Ag lobed, lnc. "° 77M „ & enaineering DRAWN BY: DM SHEET: 7 OF 8 CHECKED BY: JAG SCALE AS NDICATED APPROVED BY: DATE. 11/22/17 DRAWING NO.: 12930-4007 PROPOSED 4-INCH NATURAL GAS PIPELINE DESIGN DATA 1.0 GENERAL INFORMATION 1.1 APPLICANT/OWNER: COASTAL CAVERNS, INC. 6045 HIGHLAND AVE, BEAUMONT TX, 77705 1.2 PIPELINE NAME: 4—INCH NATURAL GAS PIPELINE 1.3 PRODUCT: NATURAL GAS 2.0 PIPELINE DESIGN DATA 2.1 DESIGN CODES: THE PIPELINE MUST MEET CFR TITLE 49, PART 192, — TRANSPORTATION OF NATURAL AND OTHER GAS BY PIPELINE, TEXAS ADMINISTRATIVE CODE TEXAS ADMINISTRATIVE CODE (TAC) TITLE 16, CHAPTER 8, AND ASME 831.8. 2.2 MAXIMUM OPERATING PRESSURE 285 PSIG (MOP) 2.3 HYDROSTATIC TEST PRESSURE: 428 PSIG (MINIMUM) 2.4 DESIGN FACTOR: 0.72 3.0 CARRIER LINE PIPE 3.1 OUTSIDE DIAMETER: 4.500" 3.2 WALL THICKNESS: 0.237' 3.3 PIPE SPECIFICATION: API 5L 3.4 SPECIFICATION MINIMUM YIELD STRENGTH: 35,000 PSI 3.5 MATERIAL- CARBON STEEL 3.6 PROCESS OF MANUFACTURE ERW 3.7 EXTERIOR COATING: 14-16 MILS FBE + 22 MILS ARO COATING 4.0 CATHODIC PROTECTION 4.1 - IMPRESSED CURRENT 5.0 CONSTRUCTION METHOD 5.1 PIPELINE WILL BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILL METHOD. a7sra ir7 -m cbTFAm . 0 02 16 18 ISSUED FOR PERMIT ACQUISITION .i Ao� L.Am id7=0 98f-eS3llI FA7L•98Sd769R11 jr 9 S d 10 1 1 Q / - / A 0 7Ysorris P. ssei�e►#, Inc. -1f0USfONFAO1dY- [0101 S-M. F—W.Suim= COASTAL CAVERNS, INC. „3-„--- ,,,, surve ing & engineering ' -p"°- JZ N0. DATE REVISION BY PIPELINE DATA SHEET PROPOSED 12-INCH ETHYLENE PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: DM SHEET: 8 OF 8 CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY: DATE: 11/22/17 DRAWING NO.: 12930-4008 APPLICATION FOR UTILITY CROSSING AGREEMENT OUTSIDE THE CORPORATE LIMITS OF THE CITY OF BEAUMONT THE STATE OF TEXAS § COUNTY OF JEFFERSON § Business Name: Coastal Caverns, Inc. Business Phone: i832 500-7590 Business Address: 6045 Highland Avenue, Beaumont, Texas 77705 The City of Beaumont, hereinafter ca.Iled "City", for and in consideration of the sum specified herein $500.00 for the 12-inch ethylene pipeline crossing utilities at Highway 93, Hillebrant Road, and Hebert Road hereby grants to Coastal Caverns, Inc. hereinafter called "Licensee", the license to lay, maintain, operate, replace, or remove a pipeline for the transportation of oil, gas, water, or ethylene products, on or across the following City easement and/or property situated outside the City of Beaumont"Jefferson County, Texas, but being within our Extra -Territorial Jurisdiction (ETJ) and/or Certificate of Convenience and Necessity (CCN) and being more particularly described in Exhibit "A" attached hereto and made a part hereof for all purposes. Nearest Street Distance to Easement 'Length (Linear Footl of Crossing Highway 93, west side in TxDOT ROW, 20-inch DI 90 utility line (no ROW) Hillebrant Road, north of ROW, 16-inch FM 02 pipeline and 12-inch FM 99 pipeline(no OW) Hillebrant Road, in ROW, 20-inch sanitary sewer line (no ROW) Hebert Road, in ROW, 18-inch water line and 12-inch sewer line (no ROW) 1 COST OF LICENSE: Licensee shall make payment to the City of Beaumont as follows: a License Agreement fee - $500.00 o Annual fee of $2.25 per linear foot of pipeline located within City property. Said fee shall be reset on January 31, 2011 and shall be reset every ten (10) years, thereafter, to a level to be determined by the City Council or their delegated representative. All fees, including the first annual fee for linear foot usage shall be made to the Water Utilities Department and payable to the City of Beaumont prior to construction. This license is granted by the City of Beaumont subject to conditions. Failure to comply with the following may result in termination of agreement (see page 8). GENERAL CONDITIONS: Licensee does not intend to sell product for resale from the covered pipeline to customers located within the. City; however, Licensee recognizes that should it sell product for resale from this covered pipeline to customers within the City, it will be required to report such distribution and when lawfully required to do so, pay a street rental fee based on revenues. The annual fee and the regulations controlling the payment of such fee will be those as lawfully established by the ordinances of the City. o All pipelines crossing City of Beaumont utility easements, water or sanitary sewer easements shall be bored from easement line to easement line. Within these limits, the pipeline shall be protected by casing or other method approved by the City Water Utilities Department. o The pipeline shall be constructed in such a manner as approved by the City so as it does not interfere with the use of the City property.. o The pipeline shall be installed a minimum of three (3) feet below ground and a minimum of five (5) feet below the lowest existing or proposed ditch grades, waterlines, sanitary sewer lines or storm drainage lines, unless otherwise authorized by the City. Such grades and lines shall be indicated on map submittal, as well as depth of proposed pipeline (see page 3). 2 The construction and operation of the pipeline shall not interfere with the natural drainage in that area nor with the drainage system of the City, nor with sanitary sewer lines, waterlines, or other utilities. Damage to existing ditch grade during construction or maintenance of the pipeline shall be corrected and the ditch grade shall be restored to the condition and grade at which it existed prior to construction or maintenance. Bore pits shall be backftlled according to City standards. Excavations necessary for the construction, repair, or maintenance of the pipeline shall be performed in such a manner that will cause minimal inconvenience to the public. Licensee shall promptly restore the area to as good a condition as before working thereon and to the reasonable satisfaction of the City's Water Utilities Department. Operations along easements shall be performed in such a manner that all property where operations are performed will be 'restored - to original condition or better. No equipment or installation procedures will be used which will damage any structures. The cost of any repairs to structures, sanitary'sewer lines, water lines or other easement features as a result of this installation will be borne by the owner of this line. o Any construction which takes place in, on, under, above, or across property not owned by the City shall require additional permission by the owners) of the property involved. Written proof of said permission is to be provided to the City as part of the application process. Approval of this. license agreement excludes permission to do any construction on property which is not owned by the City of Beaumont. 1 o Any licenses, permits or agreements required by another governmental entity (County, State or Federal) to adjoining property shall be obtained and a copy of such document shall be provided to the City. o Licensee shall be responsible for acquiring all agreements necessary for the lawful use of any private property. o A map showing the location of the proposed pipeline shall be provided. o The pipeline shall be maintained and operated in such a manner as not to leak and/or cause damage to the City property. Once the pipeline is in operation, any damage that occurs to the pipeline which results in exposure or release of product must be reported immediately to • the City Fire Department - and Water Utilities Department. Licensee shall fully 3 N cooperate with the Fire Department and provide, or assist with providing, any and all necessary notifications, evacuations or other necessary actions. Leaks or other defects are to be repaired immediately by Licensee at it's own cost. o The Licensee shall be responsible for the cleanup and remediation of contaminated areas due to exposure or release of product and any and all costs associated with said cleanup and remediation. o The Licensee shall be responsible for any and all costs associated with the relocation of the pipeline. As provided, the necessity for relocation of the pipeline shall be solely within the discretion of City. o Installation will be done in accordance with all City standards and statutes of the State of Texas. REOUMED COVERAGE: o Licensee shall furnish the. City with a Certificate of Standard Liability Insurance, including bodily injuries and property damage, naming the City of Beaumont as an Additional Insured. Such policy shall provide for the following minimum coverage: • o Bodily injuries: $ 300,000.00 per person $1,000,000.00 per incident o Property Damage: $1,000,000.00 Such insurance shall be maintained in force and ,effect during the construction or required maintenance of the pipeline and during the life of the pipeline. Such certificate shall -contain a provision that at least fifteen (15) days written notice must be given to the City prior to cancellation, alteration, or modification of such insurance. o Licensee shall have in force with the City a surety bond in the principal amount of $1,000,000.00. The bond shall be payable to the City of Beaumont for the use and benefit of any person entitled thereto and conditioned that the principal and surety will pay all damages to any person caused by, or arising from, or growing out of any violation of the terms of this agreement. The bond shall provide that it may not be cancelled, altered, or otherwise modified without giving fifteen (15) days prior written notice to the City. The bond shall be good and in effect' for a period of one (1) year from the date of completion of construction of the pipeline. o Licensee shall indemnify, save and hold harmless the City of Beaumont E from any and all claims for injuries and damages to persons or property occasioned by or arising out of the construction, maintenance, operation, repair or removal of the pipeline. This indemnity expressly extends to claims alleging negligence by the. City of Beaumont, it's agents, officers or employees, arising from actions taken or occurrences under this license agreement. If the pipeline or any part thereof installed by Licensee shall be in any respect damaged or injured by City or any of its agents or employees in connection with the performance of any work or repairs that may be done upon the property mentioned herein: Licensee shall not be entitled to prosecute or maintain a claim against the City of Beaumont for ' any such damage or injuries so sustained by it; however, said conditions shall -not prevent Licensee from recovering against any contractor who shall damage Licensee's property in the course of such contractor's performance of any contract with the City. OTHER CONSTRUCTION/NfAINTENANCE WITHIN PROPERTY: City will use its best efforts to notify Licensee of any proposed construction and/or maintenance, to be done by City forces or by contract for. the. City, within the property involved with this license. Notification, to Licensee,. of other construction and/or maintenance permitted by the City and within the property involved with this license will be the responsibility of the company obtaining said permit. Licensee shall mark the location of its lines within forty-eight (48) hours after receipt of such notification of proposed construction. Licensee shall maintain a local, or toll free, telephone number to be called for notification of construction or maintenance and for location of lines. Such number, or charges to such number, will be provided to the City (Water Utilities Department) and kept current at all times. This number shall be provided to entities permitted to construct, maintain or excavate within this City property and which are required to provide notification of such work. When information has been relayed to Licensee, through the phone number provided, such contact shall constitute notification for Licensee to provide location of its lines. Failure, by Licensee, to respond within the required time frame shall alleviate the responsibility of the person(s) requiring the lines to be relocated. o City reserves the right to lay, and to permit to be laid, sewer, gas, water and other pipes and cables, and to do or permit to be done any underground 5 work that may be deemed to be necessary or proper by City in, across, along, or under the property. In doing or permitting any such work, the City of Beaumont shall not be liable to Licensee for any damage occasioned; it being understood that nothing herein shall be construed as foreclosing Licensee's rights to recover damages against any contractor or third party who may be responsible for damages to Licensee's facilities. o Whenever by reason of the change in the grade of the property occupied by Licensees' pipeline, or by reason of the location or manner of constructing drainage structures, water pipes, gas pipes, sewers, or other underground construction for any purpose whatever, it shall be deemed necessary by City to relocate, alter, encase, change, adopt or conform the pipeline of Licensee thereto, such change shall be made promptly by Licensee at its cost and without claim for reimbursement or damages against City. If the change is demanded by the City for the benefit of any other person or private corporation, except the City, Licensee shall be reimbursed fully by the person or corporation desiring or occasioning such change for any expense arising out of such change; Licensee will, upon notice from the City, make such change immediately and at its own cost; it being understood that City will not participate in any part of the cost of any change involving relocation, altering, encasing, boring, or changing iri any manner of the pipeline where same is within City property. NOTIFICATION INSPECTION: o Any and all work to. be performed on City property shall be observed and inspected by a City representative. Any work to be performed within the City limits will be subject to periodic inspection to ensure compliance with construction standards. o Licensee shall provide the City (Water Utilities Department) forty-eight (48) hours prior to the installation of the lines permitted by this license. A representative will be scheduled to be present. The expense of such inspection services may be billed to the Licensee and such amounts will be reimbursed to the City. Licensee shall notify the Water Utilities Department at least forty-eight (48) hours prior to completion of work and removal of equipment from the job site to permit the City to make an inspection. 0 SPECIAL CONDITIONS: Nonassignable This license is personal to the Licensee. It is nonassignable and any attempt to assign this license will terminate the license privileges granted to Licensee hereunder. Termination This agreement is subject to termination by the City if any condition specified herein is not met. This agreement may also be terminated by the Licensee. Either party attempting to terminate this agreement shall give written notice to the other specifying the date of, and the reason for, termination. Such notice shall be given not less than thirty (30) days prior to the termination date therein specified. Any written notice may be effected either by personal delivery or by registered or certified mail, postage prepaid with return receipt requested. Mail notices shall be addressed to the addresses of the parties as follows: City of Beaumont Name of Licensee: Coastal Caverns, Inc. P.O. Box 3827 Beaumont, Texas 77704 Address of Licensee: 6045 Highland Avenue, ATTN: David S. Branc Attn: City Manager City and State of Licensee: Beaumont, Texas 77705 Upon cancellation, the pipeline shall be removed and property restored to a condition acceptable to the Water Utilities Director. In the event of cancellation, any and all monies collected for fees associated with this agreement will remain the property of the City. There will be no reimbursements. 7 Commencement of work on the pipeline by Licensee after the date of this fully executed license shall be construed as evidence of Licensee's acceptance and approval of the conditions above set forth. IN WITNESS. WHEREOF, the City of Beaumont, Texas, has caused these presents to be signed by its City Managerand the seal of the City to be herewith affixed by the City Clerk, this _D-day of ;*W41 , A.D. 20�. n HALEY M. BOOZER _. Y PV pNotary Public, State of Texas 3a;,e My Commission Expires June 02, 2018 ATTEST: CITY OF BEAUMONT, TEXAS By: L Kyle Hayes, City Manager APPLICANT'S COMPANY NAME: (Licensee) Coastal Caverns, Inc. Represented by: Da4d S. Branch, Chief Operating Officer Title 8 ACORU° CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) a/lo/zo18 3/9/2018 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(les) 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 Ileu of such endorsement(s). PRODUCER LOCKTON COMPANIES 3657 BRIARPARK DRIVE, SUITE 700 HOUSTON TX 77042 866-260-3538 NA COATACT E: PHONEa/c No Ext : we No E-MAIL ADDRESS: SURER AFFORDING COVERAGE NAIC # INSURER A: James River Insurance Company 12203 INSURED Caliche Costal Caverns Inc. 1443519 919 Milam Street, Suite 2425 Houston TX 77002 INSURER B : Endurance American Insurance Company 10641 INSURER C : INSURE D INSURE INSURER F COVERAGES CERTIFICATE WIIRARFR• 157F.1AA1 0c11101nkl 1rnenovo. VVVVVVV 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. I TR TYPE OF INSURANCE DL sp SUBR POLICY NUMBER POLICY EFF MlDD/YYY POLIC EXP D YYY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE � OCCUR Y N 00076770-0 4/10/2017 4/10/2018 EACHOCCURRENCE 1,000,000 PREMISES RENTED (Ea NT D re 100,000 MED EXP (Any one arson Excluded PERSONAL &ADV INJURY $ 1000000 GEN'LAGGREGATE LIMIT APPLIES PER: POLICY❑ JEa LOC OTHER GENERAL AGGREGATE , $2,000000 PRODUCTS -COMP/OPAGG $ 2,000,000 AUTOMOBILE LIABILITY AANWYNAEUpTO gg HHEEpp AUTOS ONLY AUOTOSWU N�Ep AUTO ONLY AUTOS ONLY NOT APPLICABLE COMBINED SINGLE LIMIT Ea acddent $ XixxXXX BODILY INJURY (Per person) $ X�XiQ� BODILY INJURY (Per acddent', $ XXXXXXX PeracddenDAMAGE $ XXXXXXX $ B X UMBRELLA LIAB EXCESS UAB I X OCCUR CLAIMS -MADE Y N EXC3000030900 4/10/2017 4/10/2018 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1000 000 DELI I I RETENTION $ $ XXXXXAX WORKERS COMPENSATION ANDEMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE ElN OFRCER/MEMBER EXCLUDED? (Mandatory In NH) If yea, des [ba under DESCRIPTION OF OPERATIONS belay / A NOT APPLICABLE PER OTH- STATUTE ER EL EACH ACCIDENT $ Y_xxxxXX EL DISEASE -EA EMPLOYEE V�V�/v�v{Jv�Jv� $ XAX?A EL DISEASE •POLICY LIMB vv�rv�rv�r XAAAXXX DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) - All policies include a blanket automatic additional insured [provision] that confers additional insured status to the certificate holder only if there is a written contract between the named insured and the certificate holder that requires the named insured to name the certificate holder as an additional insured. In the absence of such a contractual obligation on the part of the named insured, the certificate holder is not an additional insured under the policy. ��v�v�n I.rN1Y l.CLLNI IVIY SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEIJVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 15261661 AUTHORIZED REPRESENTATIVE City of Beaumont PO Box 3827 Beaumont TX 77704 ACORD 25 (2016103) ©1988-2015 ACORD CORPORATION. All rights reserved The ACORD name and logo are registered marks of ACORD CONTINUATION DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS (Use only If more soace Is monfrad) All policies include a blanket notice of cancellation to certificate holders endorsement, providing for 15 days' advance notice if the policy is cancelled by the company other than for nonpayment of premium, 10 days' notice if the policy is cancelled for nonpayment of premium. Notice is sent to certificate holders with mailing addresses on file with the agent or the company. The endorsement does not provide for notice of cancellation if the named insured requests cancellation. ACORD 25 (2016/03) Certificate Holder ID: 15261661 I C I0WKS] 0 0.1 1:l ol'ur ( 0) JEFFERSON COUNTY, TEXAS GRAPHIC SCALE (MILES) 1 1,2 0 1 2 0 1 02 16 18 1 ISSUED FOR PERMIT ACQUISITION Fi NO. DATE REVISION AERIAL ROUTE MAP PROPOSED 12—INCH ETHYLENE PIPELINE, 2—INCH UTILITY CONDUIT WITH 4—INCH CASING & 4—INCH NATURAL GAS PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY. DM SHEET: 1 OF 8 CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY: DATE: 11/20/17 DRAWING NO.: 12930-4001 tr Q.� W- my'�.� Air / / / / / iff = e -tIOIWAFAmlfY- 283Cb9—Thine }6�,Ismdw W60 99Sd742A1FAX985-B &M }lOUSIGYFACLIi7- COASTAL CAVERNS, INC. / _,_,. s llQ0, S P_ Hebert lnc. curve in & en ineerin �OIOISmm Wm F--y'Suhebl0 IImIDm T-77074 713-2H 7�IC�9-1471 JEHERSON COUNTY, TEXAS J. VEATCH SURVEY, A-55 = POINT OF ENTRY' im N: 13950024.01 > E: 3524816.84> - LAT:NO30'01'00.71" =4� 1 F=1430+00-1 I' I /I BUNDLED PROP. 12" ETHYLENE P/L, / 2" CONDUIT W/ 4" CASING & 4" NAT. GAS HDD INSTALLATION U 0 0l O I of of of a� po p Ld W. W 0 U 20"DI'90 BASED ON BEAUMONT CITY UTILITIES MAP. UNKNOWN COVER TOTAL LENGTH OF R/W: *135.87 FEET PROPOSED PIPELINE WILL BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILL 8 METHOD Y U Q U = O H zQ } o 0 0 0 3 s 0 o 11 s 0 `00 0 ww m '" N r�i uNi w nn + + pp++ N M M Q} 7 + M +p1-p} M M FJ17 e� 0o �i1 t z POINT OF EXIT o N:13949954.39 E. 3524700.15 LAT. NO30'01'00.07' LONG: W094'04'52.89" 31+00 I � 0 90' �o Ld S U pM7 U 2 2 OIW 2 0 W �� I o? 1 'cam w w Wo I LLI a 8 a1311�a�x� r x a +I a FENCE TREE LNE 32+00 PLAN 12" ETHYLENE P/L CASING &IR BB/ER (SCALE: 1 "=4O') SPACERS 4" NAT. GAS W/ RUBBER SPACERS CD HDD BUNDLE DETAIL ZQQQo =li }� ~ N.T.S. <L O OO lila-O Ooo a�+ U• ggJW0 W B dF-U08 O Kd n 77 O N MM3L]n1[7n t N MM� M n MMM]nn coro cow ++ ;in 20 136' R-O-W 10 • • • • • • • • • • NAT. GROUND. 10 p. . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . .i p -10 . . . . . 49" COV. 1 34' CLR. . . . 47' CLR. .I . . . . 45-1i I ' COV. -20. • • • • • i BASED ON 10' COV. • • • • • • • • • • •� • • 1-2 -30 . . . . . . .I . . I . . .FOR UTILITY LINE. . . . . . . . . . . . . . . . .I . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . . % . . . . . . . I . . . . . . . -40 29+75 30+00 31+00 (H PROFILE ,) (VERT. SCALE 1"-40� 32+00 32+25 BUNDLED PROP. 12" ETHYLENE P/L, 2' CONDUIT W/ 4" CASING & 4" NAT. GAS HDD INSTALLATION . O16mlFA _—-HOUAIA PACJIIIY- 153 C.F—Drive 0 02 16 18 ISSUED FOR PERMIT _ _ 17u®.Is��]O3F0 Ar ir AV nY O 96i879-'_T31FAX985-B76-M / 1 L Ar "` ,I -FIOUSTONFACLM- aff e .� saAw �...-. 10101SwTh Rk4 Frtc"gy,Svne6ID a IN/orrls P Hebert; Inc.H•T�•Tmp COASTAL CAVERNS, INC. . 711219.1470 FAX 713-119-Ml surve in , ..&. en ineerin ACQUISITION JZ NO. DATE REVISION BY PLAN & PROFILE PROPOSED 12-INCH ETHYLENE PIPELINE, 2-INCH UTILITY CONDUIT WITH 4-INCH CASING & 4-INCH NATURAL GAS PIPELINE CROSSING 20" DI 90 CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: JZ SHEET: 2 OF 8 CHECKED BY: JAG SCALE: 1 "=40' APPROVED BY: DATE: 1/17/18 DRAWING NO.: 12930-4002 JEFFERSON COUNTY, TEXAS J.A. VEATCH SURVEY, A-55 t 1,452' TO HWY. EDGE OF ROAD 93 INTERSECTION OF HILLEBRANDT ROAD t 2,727' _rE TO A AND M ST. INTERSECTION EDGE OF ROAD — — — 7 Z 7 ul L o FENCE EDGE OF DITCH Ot� EDG 0 DITCH �y T o \lTnn n - 63+00 1 64+00 O BUNDLED PROP. 10 ETHYLENE P/L. 2" CONDUIT W/ 4' CASING & j 11 4' NAT. GAS BORE INSTALLATION T PROPOSED PIPELINE WILL BE INSTALLED PLAN 2" CONDUIT W/4° 12" ETHYLENE PA CASING & RUBBER BY BORE METHOD SCALE: 1"=30' SPACERS < 4- NAT. GAS W/ a RUBBER SPACERS a a a V W o W rn 13DRE BUNDLE DETAIL 0 3 N.T.S. X� logCD XU X Z 1 NZO p clU V+.0 20 4' MIN. COV. 20 4' MIN. GOV. 10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 5' MIN. CLR. aF G 10' COV. 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 5' MIN. CLR. 1-10 -10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63+00 I 64+00 64+50 BUNDLED PROP. 12" ETHYLENE P/L. J PROFILE 2" CONDUIT W/ 4" CASING & 4' NAT. GAS BORE INSTALLATION HCRZ. SCALE 1'=30' VERT. SCALE: 1"=30' .. _ .. ... - OIFAaAFA tlms �IOIAIAFAC011Y- d� �� �� saw 0.7 20-0 -m Cap —Drive -AN- 0 H—Lode.-MW 9S9Ff9-27J1FAX9&SM90P_ Al m.d./= _ O � MEW- 41011SIONFACOSLY- " ' �JWorris P Hebert 10101SaffiW.F=-y,Sdx670 COASTAL CAVERNS, INC. .Inc. 713219-1470 FAX 713-219-1471 su.rVE In & en ineerin -- AERIAL 0 02 16 1 B ISSUED FOR PERMff ACQUISITION JZ N0. DATE REVISION BY AERIAL ROUTE MAP PROPOSED 12—INCH ETHYLENE PIPELINE, 2—INCH UTILITY CONDUIT WITH 4—INCH CASING & 4—INCH NATURAL GAS PIPELINE CROSSING 12" FM 99 & 16" FM 02 UTILITY LINES CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: JA SHEET: 3 OF. 8 CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY: DATE: 12/07/17 DRAWING NO.: 12930-4003 AERIAL ROUTE MAP PROPOSED 12—INCH ETHYLENE PIPELINE, 2—INCH UTILITY CONDUIT WITH 4—INCH CASING & 4—INCH NATURAL GAS PIPELINE CROSSING 12" FM 99 & 16" FM 02 UTILITY LINES CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: JA SHEET: 3 OF. 8 CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY: DATE: 12/07/17 DRAWING NO.: 12930-4003 JEFFERSON COUNTY, TEXAS J.DOUTMT SURVEY, A-114 J.A. VEATCH SURVEY, A-55 HILLEBRANDT ROAD DD.,#6 DITCH 104-A2 �• 7 r / o BUNDLED PROP. 12" ETHYLENE PA / & 27 CONDUIT W/ 4" CASING m o HDD INSTALLATION / -77 117+00 / 4 20 l~p / 16" SUNOCO P/L HDD p01NT OF ENTRY/ r5.� �vr /POINT OF EXIT a/ E13943520922.48� N:13943762.49 520996.62 LAT: NO3GV0O0.78" / / a� 2 io (2�' % LAT. N030'00O0.37" LONG.W094W3B.76" ry LONG:W094'0537.94" PROPERTY LINE i .• PLAN SCALE 1"=40' 2" CONDUIT W/4" TOTAL LENGTH OF R/W: ±66.94 FEET CASING & RUBBER PROPOSED PIPELINE WILL BE INSTALLED 8 SPACERS BY HORIZONTAL DIRECTIONAL DRILL METHOD 101 12" ETHYLENE PA o = HQD BUNDLE DETAIL N.T.S. z == z p O z ttQ IaJ¢ M Z3 m C m Sp�m Zm 0 a 0 8 m NNm 10 N Lni n on on oo �aU 9 P" CmKp 'd-R N ,mj 2 � U912G b i + t+ + ++ m r n +. + ++++n+nt tt +30 n m . . . . . . . . . .I . . . . . . . . . . . . . . . 20 HILLEBRANDT ROAD NAT. GROUND ' ' . . _ _ • . I • . . . . . . DITCH 104—A2 10 ' 15' CLf2.L 0 CdV.. . . . . . II .zr cLR: - -t o 5' MIN. CLR. —20 BUNDLED PROP. 12" ETHYLENE PA �' ' ' • ' ' • ' ' ' ' • . ' . ' -30 & 2" CONDUIT W/ 4- CASING . . . . . . . . . . . . . -40 HDD INSTALLATION I' 116+50 117+00 118+00 118+50 HPROAFILEG VERT. SCALE 1"=40' 0e� � 0 02 16 18 ISSUED FOR PERMIT AAAM 2MOa➢i.w Aa®,1 i Al i i o FAX' "M6 us FFAC.=- IOIUI Sash Hon F—Y.S,6e620 01014 n/lorris: P Hebert; /nc. "°�T' TM4 w.21A117111111771 NS INC. COASTAL CAVERNS, surve 'in & e ineerin 7134Hl ACQUISTffON JZ N0. DATE REVISION BY AERIAL ROUTE MAP PROPOSED 12-INCH ETHYLENE PIPELINE 2-INCH UTILITY CONDUIT WITH 4-INCH CASING CROSSING 20" SANITARY SEWER LINE CITY OF BEAUMONT JEFFER5ON COUNTY, TEXAS DRAWN BY: JA SHEET: 4 OF 8 CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY: DATE: 12/08/17 DRAWING NO.: 12930-4004 rlA 6" CIPCO P/L 3.6' COV. COP L3.0'COV 231+00 JEFFERSON COUNTY, TEXAS E.D. CHENNET I SURVEY, A-104 �N4� 32+0 �� POINT OF ENTRY 1 \ \ \ N:13937306.23 E.352E509.82 LAT-. N029'58'53.39" LONG: W094'04'15.66' op oo \ A \ 18" KINDER MORGAN PA 5.8' COV. BUNDLED PROP. 10 ETHYLENE P/L �& 2" CONDUIT W/ 4" CASING ALLATION 233+00 POINT OF EXIT N\t'�\7\ N:13937240.10 E: 35285a3.T.N029'589 LAT:N029'58'5270" ONG: WO94'04'14.85" 'OAT\ N4, L Q11\ Fq��4ti �q tG� p�p�ro" A �°q o" yF� PLAN `F Gy GAF p FPT°q �s TOTAL LENGTH OF R/W: ±99.28 FEET �iF Fa Fs, tiT 1poq 'cFy o T PROPOSED PIPELINE WILL BE INSTALLED SCALE: 1"-40 cb` col` BY BORE METHOD 2" CONDUIT W/4" CASING & RUBBER o SPACERS " 12" ETHYLENE P/L o C) BORE BUNDLE N DS DETAIL �� W QZ�����¢o ® o� �5 �7100 OD]O > 7T d X X 8 m 7 t 2C3 �U ��W O er 1--U 8 d OI O + [O O N M + ++ m N + m.0cli <O1� ONshm NOf.- +OIOI�Mi�mm m 01050 ++++++++++ ++N ' d N N d N N N N N N I� N N M N M r7M N NN I'1 N f-9e7M17M)MMM�M17 M1717 iiVV NNtNVNNNCVNN NNN 17 Me7 171M N NN N N !7 M) N cV BUNDLED PROP. 12" ETHYLENE P/L I . . . .I . . . . . . . . 30 & 2" CONDUIT W/ 4" CASING' BORE INSTALLATION 9' CLR . . . . . . . . . . 20 NAT. GROUND ROAD 10' CLR. 10 e O o . 4'• MIN. • COV: . . .. .. . p 3' CLR. 5' MIN. CLR. 12' CLR. . . . . . . . . . . . . . . . . . . . .I.. .I -1 230+50 231+00 232+00 233+00 PROFILE HORZ SCALE: 1"=40' VERT. SCALE: 1 "=40' .. �� t� t� r�� r.� �_s OIu.1—l- -HMMA FACILn Y- 4SS Co p—lhi,e H.—L-hi— O® 0 02 16 18 ISSUED FOR PERMIT ACQUISITION AV AV Aff -f A AV A % d-�% n53A-M- lF"98S97&9W- .IIOUSMNFADISLY- AN �� �rris P Hebert,'no' 10101SouthNeuF--.V.Sohe 6M Z'1In, COASTAL CAVERNS, INC 711111MF,�, °"�' su.rve. iri & en ineerin -bl-- JZ NO. DATE REVISION BY AERIAL ROUTE MAP PROPOSED 12-INCH ETHYLENE PIPELINE 2-INCH UTILITY CONDUIT WITH 4-INCH CASING CROSSING 18" WATER LINE &' 12" SEWER LINE CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: JA SHEET: 5 OF 8 CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY: DATE: 11/22/17 DRAWING NO.: 12930-4005 PROPOSED 12-INCH ETHYLENE PIPELINE DESIGN DATA 1.0 GENERAL INFORMATION 1.1 APPLICANT/OWNER: COASTAL CAVERNS, INC. 6045 HIGHLAND AVE, BEAUMONT TX, 77705 1.2 PIPELINE NAME: 12-INCH ETHYLENE PIPELINE 1.3 PRODUCT: ETHYLENE 1.4 CONSTRUCTION ACTIVITIES ARE SCHEDULED TO BE PERFORMED APRIL 2018. 2.0 PIPELINE DESIGN DATA 2.1 DESIGN CODES: THE PIPELINE MUST MEET CFR TITLE 49 CFR PART 195 - TRANSPORTATION OF HAZARDOUS LIQUIDS BY PIPELINE, TEXAS ADMINISTRATIVE CODE (TAC) TITLE 16, CHAPTER 8, AND ASME B31.4-PIPELINE TRANSPORTATION SYSTEMS FOR LIQUID HYDROCARBONS AND OTHER LIQUIDS. 2.2 OPERATING PRESSURE 2220 PSIG (MAXIMUM OPERATING PRESSURE) 2.3 HYDROSTATIC TEST PRESSURE: 2775 PSIG (MINIMUM) 2.4 DESIGN FACTOR: 0.72 3.0 CARRIER LINE PIPE 3.1 ' OUTSIDE DIAMETER: 12.750" 3.2 WALL THICKNESS: 0.375' 3.3 PIPE SPECIFICATION: API 5L 3.4 SPECIFICATION MINIMUM YIELD STRENGTH: 60,000 PSI 3.5 MATERIAL.- CARBON STEEL 3.6 PROCESS OF MANUFACTURE ERW 3.7 EXTERIOR COATING: 14-16 MILS FBE + 22 MILS ARO COATING 4.0 CATHODIC PROTECTION 4.1 IMPRESSED CURRENT 5.0 CONSTRUCTION METHOD 5.1 PIPELINE WILL BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILL k BORE INSTALLATION METHODS. 0 1 02 16 18 ISSUED FOR PERMIT ACQUISITION- JZ NO. I DATE REVISION BY COASTAL CAVERNS, INC. PIPELINE DATA SHEET PROPOSED 12-INCH ETHYLENE PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS - . OP Irma¢ -�� t_ -tlOI/MAPA 7 7 Cp Dd. AW-IW' l H.—I.omvnm 7mo 9&sMV7I FAX985V6-9M 1 1 d 1 1 I, w �IOUSfONFAaUTY- -. I0I01 Samh We¢FrtesID', a;,•QO y Ha T-7= Morris P_ Hebertj /i%ri.. surveying & en 713-119L"MFAX-713319-471 ineBrin DRAWN BY: DM SHEET: 6 OF 8 CHECKED BY: JAG SCALE AS INDICATED APPROVED BY: DATE: 11/22/17 DRAWING NO.: 12930-4006 PROPOSED 2—INCH CONDUIT & 4—INCH CASING DESIGN DATA 1.0 GENERAL INFORMATION 1.1 APPLICANT/OWNER: COASTAL CAVERNS, INC. 6045 HIGHLAND AVE, BEAUMONT TX, 77705 1.2 PIPELINE NAME: 2-INCH CONDUIT 1.3 CONSTRUCTION ACTIVITIES ARE SCHEDULED TO BE PERFORMED APRIL 2018. 2.0 CONDUIT DESIGN DATA 2.1 NOMINAL SIZE........................................................................2.380" 2.2 WALL THICKNESS: ................................................................... 0.339- 2.3 SPECIFICATION: ........................................................................ DR7, PE 4710 IPS 2.4 MATERIAL:* HDPE 3.0 CASING DESIGN DATA 3.1 NOMINAL PIPE SIZE.............................................................. 4.500" 3.2 WALL THICKNESS: .......................... . ....................... . .............. 0.237- 3.3 PIPE SPECIFICATION: .............................................................. API 5L 3.4 SPECIFICATION MINIMUM YIELD STRENGTH: 35,000 PSI 3.5 MATERIAL.• CARBON STEEL 3.6 PROCESS OF MANUFACTURE: ERW 3.7 EXTERIOR COATING: 14-16 MILS FUSION BOND EPDXY (FBE) 4.0 CATHODIC PROTECTION 4.1 N/A 5.0 CONSTRUCTION METHOD 5.1 UTILITY CONDUIT & CASING WILL BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILL & BORE INSTALLATION METHODS. 0 02 16 18 1 ISSUED FOR PERMIT ACQUISITION JZ NO. DATE I REVISION BY COASTAL CAVERNS, INC. PIPELINE DATA SHEET PROPOSED 12—INCH ETHYLENE PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS ' om -xou�IA�CU uF.mmr_ d0 ai� � p-a 71uC"i,< i�Z AW.= i� c 19am Lo,&w703b0 0Air Al98T879-IAIFAXYU87 90T_ 9 10US70NFAMM- A. / 10101 Soma Wm Fmmw.Saim670 a Morris P. HeUerl Inc. surVeLina & en ineerin 71"194470FAX 717-219-U71 ',�-pll-- DRAWN BY: DM SHEET- 7 OF 8 CHECKED BY: JAG SCALE AS INDICATED APPROVED BY: DATE: 11/22/17 DRAWING NO.: 12930-4007 PROPOSED 4—INCH NATURAL GAS PIPELINE DESIGN DATA 1.0 GENERAL INFORMATION 1.1 APPLICANT/OWNER: COASTAL CAVERNS, INC. 6045 HIGHLAND AVE, BEAUMONT TX, 77705 1.2 PIPELINE NAME: 4-INCH NATURAL GAS PIPELINE 1.3 PRODUCT- NATURAL GAS 2.0 PIPELINE DESIGN DATA 2.1 DESIGN CODES: THE PIPELINE MUST MEET CFR TITLE 49, PART 192, - TRANSPORTATION OF NATURAL AND OTHER GAS BY PIPELINE, TEXAS ADMINISTRATIVE CODE TEXAS ADMINISTRATIVE CODE (TAC) TIRE 16, CHAPTER 8, AND ASME 831.8. 2.2 MAXIMUM OPERATING PRESSURE: 285 PSIG (MOP) 2.3 HYDROSTATIC TEST PRESSURE: 428 PSIG (MINIMUM) 2.4 DESIGN FACTOR: 0.72 3.0 CARRIER LINE PIPE 3.1 OUTSIDE DIAMETER:4.500" 32 WALL THICKNESS: 0.237" 3.3 PIPE SPECIFICATION: API 5L 3.4 SPECIFICATION MINIMUM YIELD STRENGTH: 35,000 PSI 3.5 MATERIAL- CARBON STEEL 3.6 PROCESS OF MANUFACTURE: ERW 3.7 EXTERIOR COATING: 14-16 MILS FBE + 22 MILS ARO COATING 4.0 CATHODIC PROTECTION 4.1 IMPRESSED CURRENT 5.0 CONSTRUCTION METHOD 5.1 PIPELINE WILL BE INSTALLED BY HOR¢ONTAL DIRECTIONAL DRILL METHOD. 0 1 02 16 18 1 ISSUED FOR PERMIT ACQUISITION JZ NO. I DATE I REVISION 8Y COASTAL CAVERNS, INC. PIPELINE DATA SHEET PROPOSED 12-INCH ETHYLENE PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS - ..... oQ L4=tkm vv --HOfANFACJIIIY- 793C. �Ddw P 1<''S s,7 �.7 mr AV- - Hn L..io 7W60 9mT8 2731 FAX 985-8764= 1 S .S A s fY -H0USI0NFAQ=- 10101 SarahWwF q.S,4c670 i.f6ioms P %{etJ'ert,'nV/� HovavgT-77ON surve in & en . 713219-117pFAX 713119-1771 ineerin .Pht.— DRAWN BY- DM SHEET- 8 OF 8 CHECKED BY: JAG SCALE AS INDICATED APPROVED BY: DATE 11/22/17 DRAWING NO.: 12930-4008 APPLICATION FOR UTILITY CROSSING AGREEMENT OUTSIDE THE CORPORATE LIMITS OF THE CITY OF BEAUMONT THE STATE OF TEXAS § COUNTY OF JEFFERSON § Business Name: Coastal Caverns, Inc. Business Phone: i832 500-7590 Business Address: 6045 Highland Avenue, Beaumont, Texas 77705 The City of Beaumont, hereinafter called "City", for and in consideration of the sum specified herein $500.00 for the 2-inch conduit with 4-inch casing crossing utilities at Highway 93, Hillebrant Road, and Hebert Road hereby grants to Coastal Caverns, Inc. hereinafter called "Licensee", the license to lay, maintain, operate, replace, or remove a pipeline for the transportation of oil, gas, water, or fiber optic products, on or across the following City easement and/or property situated outside the City of Beaumont, 'Jefferson County, Texas, but being within our ExtramTerritorial Jurisdiction (ETJ) and/or Certificate of Convenience and Necessity (CCN) and being more particularly described in Exhibit "A" attached hereto and made a part hereof for all purposes. Nearest Street pistance to Easement Length (Linear Foot) of Crossing Highway 93, west side in TxDOT ROW, 20-inch DI 90 utility line (no ROW) Hillebrant Road, north of ROW, 16-inch FM 02 pipeline and 12-inch FM 99 pipeline (no OW) Hillebrant Road, in ROW, 20-inch sanitary sewer line (no ROW) Hebert Road, in ROW, 18-inch water line and 12-inch sewer line (no ROW) 1 !M COST OF LICENSE: Licensee shall make payment to the City of Beaumont as follows: ° License Agreement fee - $500.00 ° Annual fee of $2.25 per linear foot of pipeline located within City property. Said fee shall be reset on January 31, 2011 and shall be reset every ten (10) years, thereafter, to a level to be determined by the City Council or their delegated representative. All fees, including the first annual fee for linear foot usage shall be made to the Water Utilities Department and payable to the City of Beaumont prior to construction. This license is granted by the City of Beaumont subject to conditions. Failure to comply with the following may result in termination of agreement (see page 8). GENERAL CONDITIONS: ° Licensee does not intend to sell product for resale from the covered pipeline to customers located within. the. City; however, Licensee recognizes that should it sell product for resale from this covered pipeline to customers within the City, it will be required to report such distribution and when lawfully required to do so, pay a street rental fee based on revenues. The annual fee and the regulations controlling the payment of such fee will be those as lawfully established by the ordinances of the City, ° All pipelines crossing City of Beaumont utility easements, water or sanitary sewer easements shall be bored from easement line to easement line. Within these limits, the pipeline shall be protected by casing or other method approved by the City Water Utilities Department. ° The pipeline shall be constructed in such a mamier as approved by the City so as it does not interfere with the use of the City property.' The pipeline shall be installed a minimum of three (3) feet below ground and a minimum of five (5) feet below the lowest existing or proposed ditch grades, waterlines, sanitary sewer lines or storm drainage lines, unless otherwise authorized by the City. Such grades and lines shall be indicated on map submittal, as well as depth of proposed pipeline (see page 3). 2 The construction and operation of the pipeline shall not interfere with the natural drainage in that area nor with the drainage system of the City, nor with sanitary sewer lines, waterlines, or other utilities. Damage to existing ditch grade during construction or maintenance of the pipeline shall be corrected and the ditch grade shall be restored to the condition and grade at which it existed prior to construction or maintenance. bore pits shall be backfxlled according to City standards. o Excavations necessary for the construction, repair, or maintenance of the pipeline shall be performed in such a manner that will cause minimal inconvenience to the public. Licensee shall promptly restore the area to as good a condition as before working thereon and to the reasonable satisfaction of the City's Water Utilities Department. o Operations along easements shall be performed in such a manner that all property where operations are performed will be 'restored - to original condition or better. No equipment or installation procedures will be used which will damage any structures. The cost of any repairs to structures, sanitary 'sewer lines, water lines or other easement features as a result of this installation will be borne by the owner of this line. o Any construction which takes place in, on, under, above, or across property not owned by -the City shall require additional permission by the owner(s) of the property involved. Written proof of said permission is to be provided to the City as part of the application process. Approval of this. license agreement excludes permission to do any construction on property which is not owned by the City of Beaumont. 1 o Any licenses, permits or agreements required by another governmental entity (County, State or Federal) to adjoining property shall be obtained and a copy of such document shall be provided to the City. o Licensee shall be responsible for acquiring all agreements necessary for the lawful use of any private property. o A map showing the location of the proposed pipeline shall be provided. The pipeline shall be maintained and operated in such a manner as not to leak and/or cause damage to the City property. Once the pipeline is in operation, any damage that occurs to the pipeline -which results in exposure or release of product must be reported immediately to • the City Fke Department - and 'Water Utilities Department. Licensee shall fully 3 cooperate with the Fire Department and provide, or. assist with providing, any and all necessary notifications, evacuations or other necessary actions. Leaks or other defects are to be repaired immediately by Licensee at it's own cost. o The Licensee shall be responsible for the cleanup and remediation of contaminated areas due to exposure or release of product and any and all costs associated with said cleanup and remediation. o The Licensee, shall be responsible for any and all costs associated with the relocation of the pipeline. As provided, the necessity for relocation of the pipeline shall be solely within the discretion of City. o Installation will be done in accordance with all City standards and statutes of the State of Texas. REOVIRED COVERAGE: o Licensee shall furnish the . City with a Certificate of Standard Liability Insurance, including bodily injuries and property damage, naming the City of Beaumont as an Additional Insured. Such policy shall provide for the following minimum coverage: • a Bodily injuries: $ 300,000.00 per person $1,000,000.00 per incident o Property Damage: $1,000,000.00 Such insurance shall be maintained in force and .effect during the construction or required maintenance of the pipeline and during the life of the pipeline. Such certificate shall - contain a provision that at least fifteen (15) days written notice must be given to the City prior to cancellation, alteration, or modification of such insurance. Licensee shall have in force with the City a surety bond in the principal amount of $1,000,000.00. The bond shall be payable to the City of Beaumont for the use and benefit of any person entitled thereto and conditioned that the principal and surety will pay all damages to any person caused by, or arising from, or growing out of any violation of the terms of this agreement. The bond shall provide that it may not be cancelled, altered, or otherwise modified without giving fifteen (15) days prior written notice to the City. The bond shall be good and in effect' for a period of one (1) year from the date of completion of construction of the pipeline. o Licensee shall indemnify, save and hold harmless the City of Beaumont 0 from any and all claims for injuries and damages to persons or property occasioned by or arising out of the construction, maintenance, operation, repair or removal of the pipeline. This indemnity expressly extends to claims alleging negligence by the. City of Beaumont, it's agents, officers or employees, arising from actions taken or occurrences under this license agreement. If the pipeline or any part thereof installed by Licensee shall be in any respect damaged or injured by City or any of its agents or employees in connection with the performance of any work or repairs that may be done upon the property mentioned herein: Licensee shall not be entitled to prosecute or maintain a claim against the City of Beaumont 'for any such damage or injuries so sustained by it; however, said conditions shall -not prevent Licensee from recovering against any contractor who shall damage Licensee's property in the course of such contractor's performance of any contract with the City. OTHER CONSTRUCTION/MAINTENANCE WITHIN PROPERTY: City will use its best efforts to notify Licensee of any proposed construction and/or maintenance, to be done by City forces or by contract for, the. City, within the property involved with this license. Notification, to Licensee, of other .construction and/or maintenance permitted by the City and within the property involved with this license will be the responsibility of the company obtaining said permit. Licensee shall mark the location of its lines within forty-eight (48) hours after receipt of such notification of proposed construction. Licensee shall maintain a local, or toll free, telephone number to be called for notification of construction or maintenance and for location of Rues. Such number, or charges to such number, will be provided to the City (Water Utilities Department) and kept current at all times. This number shall be provided to entities permitted to construct, maintain or excavate within this City property and which are required to provide notification of such work. When information has been relayed to Licensee, through the phone number provided, such contact shall constitute notification for Licensee to provide location of its lines. Failure, by Licensee, to respond within the required time frame shall alleviate the responsibility of the person(s) requiring the lines to be relocated. o City reserves the right to lay, and to permit to be laid, sewer, gas, water and other pipes and cables, and to do or permit to be done any underground work that may be deemed to be necessary or proper by City in, across, along, or under the property. In doing or permitting any such work, the City of Beaumont shall not be liable to Licensee for any damage occasioned; it being understood that nothing herein shall be construed as foreclosing Licensee's rights to recover damages against any contractor or third party who may be responsible for damages to Licensee's facilities. Whenever by reason of the change in the grade of the property occupied by Licensees' pipeline, or by reason of the location or manner of constructing drainage structures, water pipes, gas pipes, sewers, or other underground construction for any purpose whatever, it shall be deemed necessary by City to relocate, alter, encase, change, adopt or conform the pipeline of Licensee thereto, such change shall be made promptly by Licensee at its cost and without claim for reimbursement or damages against City. If the change is demanded by the City for the benefit of any other person or private corporation, except the City, Licensee shall be reimbursed fully by the person or corporation desiring or occasioning such change for any expense arising out of such change; Licensee will, upon notice from the City, make such change immediately and at its own cost; it being understood that City will not participate in any part of the cost of any change involving relocation, altering, encasing, boring, or changing iri any manner of the pipeline where same is within City property. NOTIFICATIONANSPECTION: o Any and all work to, be performed on City property shall be observed and inspected by a City representative. Any work to be performed within the City limits will be subject to periodic inspection to ensure compliance with construction standards. o Licensee shall provide the City (Water Utilities Department) forty-eight (48) hours prior to the installation of the lines permitted by this license. A representative will be scheduled to be present. The expense of such inspection services may be billed to the Licensee and such amounts will be reimbursed to the City. o Licensee shall notify the Water Utilities Department at least fortyteight (48) hours prior to completion of work and removal of equipment from the job site to permit the City to make an inspection. SPECIAL CONDITIONS: Nonassiggable This license is personal to the Licensee. It is nonassignable and any attempt to assign this license will terminate the license privileges granted to Licensee hereunder. Termination This agreement is subject to termination by the City if any condition specified herein is not met:` This agreement may also be terminated by the Licensee. Either party attempting to terminate this agreement shall give written notice to the other specifying the date of, and the reason for, termination. Such notice shall be given not less than thirty (30) days prior to the termination date therein specified. Any written notice may be effected either by personal delivery or by registered or certified mail, postage prepaid with return receipt requested. Mail notices shall be addressed to the addresses of the parties as follows: City of Beaumont Name of Licensee: Coastal Caverns, Inc. P.O. Box 3827 Beaumont, Texas 77704 Address of Licensee: 6045 Highland Avenue, ATTN: David S. Branc: Attn: City Manager City and State of Licensee: Beaumont, Texas 77705 Upon cancellation, the pipeline shall be removed and property restored to a condition acceptable to the Water Utilities Director. In the event of cancellation, any and all monies collected for fees associated with this agreement will remain the property of the City. There will be no reimbursements. fl Commencement of work on the pipeline by Licensee after the date of this fully executed license shall be construed as evidence of Licensee's acceptance and approval of the conditions above set forth. IN WITNESS WHEREOF, the City of Beaumont, Texas, has caused these presents to be signed by its City Manager acid the seal of the City to be herewith affixed by the City Clerk, this ,�� day of fri , A.D. 2Q�_. ,pure,, $$'W` ' PUB. HALEY M. BOOZER Notary Public. State of Texas My Commission Expires June 02, 2018 ATTEST: ■ &L .1.� Secretaryo 1 CITY OF BEAUMONT, TEXAS By: L' t U, ..Kyle Hayes, City Manager APPLICANT'S COMPANY NAME: (Licensee) Coastal Caverns, Inc. Represented by: avid S. Branch, Chief Operating_ Officer Title 8 ACoRor CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) `--/ 4/10/2018 3/9/2018 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(les) 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 LOCKTON COMPANIES 3657 BRIARPARK DRIVE, SUITE 700 HOUSTON TX 77042 866-260-3538 ECONTACT NAM c, No, F , c No E-MAIL ADDRESS: I AFFORDING COVERAGE C INSURER A: James River Insurance Company 12203 INSURED CaIICIIe Costal Caverns Inc. 1443519 919 Milam Street, Suite 2425 Houston TX 77002 INSURER B : Endurance American Insurance Company 10641 INSURER C : INSURER INSURER INSURER F: COVERAGES CPRTIPICATP NIIBARPR• 159AIAA1 ocvrcln Nl kInemoco. YYXYYYY 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 LTR TYPE OF INSURANCE ADDL INSD $(7BR YJVD POLICY NUMBER POLICY EFF M D/YYY POLJC EXP D YYY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR X Y N 00076770-0 4/10/2017 4/10/2018 EACH OCCURRENCE $ 1,000,000 DAMAGE T RENTED PREM MIS? Ea oxurrence 100,000 MED EXP oneperson) Excluded PERSONAL & ADV INJURY $ 1,000,000 GENT AGGREGATE LIMIT APPLIES PER: OTHER: JE° LOC OTHER: GENERAL AGGREGATE s 2,000000 PRODUCTS - COMP/OP AGG S 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO p��E� ggS���E�p AU�TEOpS ONLY AU'fOSU�D AUTOS ONLY AUUTOS ONLY NOT APPLICABLE COMBINED SINGLE LIMIT (Ea aBODILY XXXX�� c Per person) $ XXXXXXX BODILY INJURY (Per accident $ XX3�XXX PReOPTJY DAMAGE $ XXXXXXX B X UMBRELLA UAB EXCESS LIAB NoCcUR CLAIMS -MADE Y N F-XC3000030900 4/10/2017 4/10/2018 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 DED I I RETENTION $ $ XXXXXXX WORKERS COMPENSATION EMPLOYERS' LIABILITY Y / N ANY CERIMEM13PROPRIETORIPARTNER/EXECUTNE ❑ OFFICER/MEMBER EXCLUDED? (Myandatory In NN under DESCRIPTION OF OPERATIONS below N / A NOT APPLICABLE PER OR" STATUTE ER EL EACH ACCIDENT $ XXXX��{X EL DISEASE - EA EMPLOYEE XXXXXXX E.L DISEASE -POOCY LIMIT XXXX)= DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) All policies include a blanket automatic additional insured [provision] that confers additional insured status to the certificate holder only if there is a written contract between the named insured and the certificate holder that requires the named insured to name the certificate holder as an additional insured. In the absence of such a contractual obligation on the part of the named insured, the certificate holder is not an additional insured under the policy. �,r n u rwEa I c nULucn GAIVGtLLA I IUN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE - THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 15261661 AUTHORIZED REPRESENTATIVE City of Beaumont PO Box 3827 Beaumont TX 77704 ACORD 25 (2016/03) ©1988-2015 ACORD CORPORATION. All rlahts reserved The ACORD name and logo are registered marks of ACORD CONTINUATION DESCRIPTION OF OPERATIONS/LOCATIONS(VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS (Use only If more snnrla I_e rnn .1-11 All policies include a blanket notice of cancellation to certificate holders endorsement, providing for 15 days' advance notice if the policy is cancelled by the company other than for nonpayment of premium, 10 days' notice if the policy is cancelled for nonpayment of premium. Notice is sent to certificate holders with mailing addresses on file with .the agent or the company. The endorsement does not provide for notice of cancellation if the named insured requests cancellation. ACORD 25 (2016103) Certificate Holder ID: 15261661 CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS GRAPHIC SCALE (MILES) 1 1,2 0 1 2 0 1 02 16 18 1 ISSUED FOR PERMff ACQUISITION I JZ NO. I DATE I REVISION BY AERIAL ROUTE MAP PROPOSED 12-INCH ETHYLENE PIPELINE, 2-INCH UTILITY CONDUIT WITH 4-INCH CASING & 4-INCH NATURAL GAS PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: DM SHEET: 1 OF 8 CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY: DATE: 11/20/17 DRAWING NO.: 12930-4001 Ofr= —d— .. 4iOLAIA FACLLIiK /00 fA to r>r7 r � r.7 /. _ / / _ 0 S t " j AVMir 1, - t_ - i Morris P. Hebert, /nc. surveyin'q & en ineerin W Cnp—Dd�x Homo; L-W 7MM 985-979-Ml FAX 9&'V&9Q5? -IfOUSICAVFAd1IfY- I111015w�h R4v Frtean,,8ofie 670 713 7� � 17, b-JI pl-- COASTAL CAVERNS, INC. JEFFERSON COUNTY, 'TEXAS J. VEATCH SURVEY, A-55 POINT OF ENTRY' N:13950024.01> E: 3524818. B4> LAT. N030'01'00.71' LONG: W094'04'51.53"' BUNDLED PROP. 12" ETHYLENE PA, i� I 2" CONDUIT W/ 4" .CASING & 4" NAT. GAS HDD INSTALLATION o � r ?� 0 3jo H oooI0of- f f 1 ,o w m oUf 20"DI'90 BASED ON BEAUMONT CITY UTILITIES MAP, UNKNOWN COVER TOTAL LENGTH OF R/W: ±135.87 FEET PROPOSED PIPELINE WILL BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILL $ METHOD U Y UL r 0 o 0 3 0 0 o Woo K e K U N W W rn N "07 M mm N `r6 A 1'O� IN c N7 P" n M M 00 IOfw iI I t mN I= z POINT OF EXIT o N:13949954.39 0 Ix E:3524700.15 LAT. N030'01'00.07" LONG: W094'04'52.89" /31+00 / 90' z gZ 00 2 U W = ow o o?= ow w i o -H L� w -H PLAN (SCALE: 1 "=40') 3 U n O) M 135' R-O-W TREE LINE 32+00 2" CONDUIT W/4" 12" ETHYLENE PA CASING & RUBBER SPACERS 4" NAT. GAS W/ RUBBER SPACERS 0 HDD BUNDLE DETAIL w��~ o ��000 N.T.S. g000 ww w bg El 10 8 ma OM 11]�In 1�0 NN MMMMt co- ++ ,M 17 lonn n Fin IV :I •� IVH 1. bICWUMU• 0 . .I . . . . . . . . . . . . .i ........... -10---49" COV: . . . . . 11I 34' CLR. 47' CLR. I 45' COV. -20 • • • • • i BASED ON 10' COV. • • • • • • • • • • -30 . . . . . . .I . . I FOR U.-nUTY LINE. I I. 20 10 0 -30 �......... .... ....-1 . . . . . . . . . . . -4 T . . . . . . . . . 0 -5 29+75 30+00 31+00V BUNDLED . 12- 32+00 32+25 PROFILE 2" CONDUTROPW/ 4- CASING ETHYLENE P/L, (RT. AL- 1'=40') (VEVERY. SCAM- 1"=40') 4" NAT. GAS HDD INSTALLATION - 0 1 02/15/181 ISSUED FOR PERMIT ACQUISITION JZ NO. I DATE I REVISION BY ICOASTAL CAVERNS, INC. PLAN & PROFILE PROPOSED 12—INCH ETHYLENE PIPELINE, 2—INCH UTILITY CONDUIT WITH 4—INCH CASING & 4—INCH.NATURAL GAS PIPELINE CROSSING 20" DI 90 CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS OlGUFAC -HOMIAFAC LIfY- r rw"lff —w / OH—louuaai Mm ---!99}879-'_771 FAX 9&M6-9Q5'_ - - -my - OIISIONFAQLUY- lWorris, F Hebert, Inc, II�nX .71o7, surve in &. engineering 71}I19�41A FAX 71}y9-If71 DRAWN BY: JZ SHEET: 2 OF 8 CHECKED BY. JAG SCALE 1"=40' APPROVED BY: DATE 1/17/18 DRAWING NO.. 12930-4002 JEFFERSON COUNT', TEXAS J.A. VEATCH SURVEY. A-55 t 1,452' TO HWY. \ 1 EDGE OF ROAD 93 INTERSECTION 1 _ OF HILLEBRANDT ROAD t2,727'TOAAND M ST. INTERSECTION EDGE OF ROAD A®R� v o ! ' 94 — — 7 7 N FENCE EDGE OF DITCH y�y y�y cr_ 1 0 EDGE 0 DITCH �o 61TOO 64+00 BUNDLED PROP. 12" ETHYLENE P/L, 2" CONDUIT W/ 4" CASING & 11 4" NAT. GAS BORE INSTALLATION T PROPOSED PIPELINE WILL BE INSTALLED PLAN BY BORE METHOD SCALE: 1'=30' " CONDUIT W/4" 12" ETHYLENE P/LT4AS2 ING&RUBBER PACERS4"NAT.GAS W/ aRUBBER SPACERS a a a a ff W 0 BORE BUNDLE DETAIL N.T.S. 't0 3 N_ 0 m O j Z O X C7 Z O Xf C7 Z X U, Z j X j NO t�0 Zy= 8 O It fp 20 r4' MIN. COV. f0 7 t'O 20 MIN. COV. _ r5' MIN. CLR. nl 10' COV. " p. . . . . . . . 5' MIN. CLR. 10 -10 . . . . . . . . . . -t0 -20 -20 63+00 64+00 64+50 BUNDLED PROP. 12" ETHYLENE P/L, PROFILE 2" CONDUIT W/ 4" CASING & " HORZ. SCALE: 1'=30' 4 NAT. GAS BORE INSTALLATION VERT. SCALE: 1'=30' � fCry s s s _9flS8]7-MFN AU U s Fffi— i ,iL7orris P Hebert, lnc. -}iOUAIAFACLLRY- 20�Dh< 98i6769M - OUSrONFACMXrY- 0101So W.F-y.S.i.bM H.�.T�+.TmuCOASTAL „1214„7pFA%:„�„¢,,,, 0 02 16 16 ISSUED FOR PERMIT CAVERNS, INC.F surVE in & ell %I7Berin ACQUISITION JZ N0. DATE REVISION BY AERIAL ROUTE MAP PROPOSED 12—INCH ETHYLENE PIPELINE, 2—INCH UTILITY CONDUIT WITH 4—INCH CASING & 4—INCH NATURAL GAS PIPELINE CROSSING 12" FM 99 & 16" FM 02 UTILITY LINES CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: JA SHEET: 3 OF S CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY: DATE: 12/07/17 DRAWING NO.: 12930-4003 JEFFERSON COUNTY, TEXAS 91 J.DOUTMT SURVEY, A-114 J.A. VEATCH SURVEY, A-55 HILLEBRANOT ROAD DD#6 DITCH 104-A2 " & 2D PROP.LED CONDUIITW/ 4" CAS P/L SING HDD INSTALLATION Q � cry 2 \p a a 0 0/ / 117+00� / 74' / / / 118+00-,/ 16" SUNOCO PA HDD POINT OF ENTRY t5 ?, a u� -- �— N:13943798.60� ��, v / POINT OF EXIT r E. 3520922.4-6 o o N:13943762.49 ZLAT- N030'00'00.76" c2 E: 3520996.62 LONG: W094'O5'3&76" / / / / LAT:N030'00'00.37"ROPERTY LINE Q° LONG ;W094'05'37.94" PLAN TOTAL LENGTH OF R/W: t66.94 FEET SCALE 1"=40' 2" CONDUIT W4 0 CASING & RUBBER PROPOSED PIPELINE WILL BE INSTALLED 8 SPACERS BY HORIZONTAL DIRECTIONAL DRILL METHOD 112" ETHYLENE PA HDD BUNDLE DETAIL j- N.T.S. Q Y Q `1 22ZSC Y 2 ~ w �' Q 1V-H=Q 4j F m m I= m SS�m =m m o S mw O O - �O�,1 0 000 O O O n_ () 0 o [9 a wwo n. O_ w O w o o a a ,7 r 8 cJi N O OOn=O 00 O w o 8 r PREP ar r 0 r a to n !D n NN N� n - d- mm O N M m M MMt nww nn m O N zg+ + n + + ++++ ++ + + + ++ r. n n nnnn nn n m m m 20 . . . . . . . . . . , . . . . . . . . . . . . . . . HILLEBRANDT I 20 10 ROAD NAT. GROUND I. . . . . • • DITCH 104-A2 • • . 10 0 . . . . . . .15' CLR.T71 0 9, C V. -10 . . , . . i . . . . . . . . ¢. . . . . . . . .21' CLR: -10 J 5' MIN. CLR. -20 -20 . . . . . . . . . . . . . . . . . . I I -30 BUNDLED PROP. 12":THYLENE PA • • • I • • . . . . • • • . . • . • • . -30 & 2° CONDUIT/ 4" CASING-40 HDINSTALLATION ' ' • • I. ' ' • • • • . • . ' . ' • • • -40 116+50 17+00 ia►•on HORZ. SCALE: 1"=40' VERT. SCALE 1"=40' 0 02 16 18 1 ISSUED FOR PERMIT ACQUISITION i NO. I DATE I REVISION BY 118+00 118+50 ... Ofr L—�— - C -UOUMAFACH=- �3� DdK xo�,.�wm > i Aww FAX '�` - / nsurvjWev'�iInca -HOUSTON FACILITY. 10101 SomhNet F—y, S0e 670 COASTAL CAVERNS, INC.7133141470 rris P Hetrert, /nC. --- FAX 713-21¢I171 & en ineerin AERIAL ROUTE MAP PROPOSED 12-INCH ETHYLENE PIPELINE 2-INCH UTILITY CONDUIT WITH 4-INCH CASING CROSSING 20" SANITARY SEWER LINE CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: JA SHEET: 4 OF 8 CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY: DATE: 19/05/17 DRAWING NO.: 12930-4004 r JEFFERSON COUNTY, TEXAS E.D. CHENNETH SURVEY, A-104 0/3\ \ \ 9 a 18" KINDER MORGAN P/L 5.8' COV. �? \\ * \ \��PSTo \ BUNDLED P 2" ETHYLENE PA s" clPc �ov�A� 2" CONDUIT W/ 4" CASING —�' 12" Cl CO P L 3.0 OV. 001, \ \ 44 y \ BORE INSTALLATION 231+00\� 232+00� \ 233+00 POINT OF ENTRY \ \ POINT OF EXIT N:13937306.23 \ N:13937240.10 E.-3528509.82 �2, ��, \ b \ \ E.3528583.89 LAT.N029'58'53.39" cl \ P 8 \ LAT:NO29'58'52.70" LONG: W094'04'15.66' Co n��, \ 9 po• \ ONG: W094 04'14.85" y9G ��, o �, opt �F T� ��0� 96G FP o, 0,� �ti �o moo, \ PLAN "F r� F19� Tc F TOTAL LENGTH OF R/W: t99.28 FEET 9s% `'yF GtiF Glz 09O p0 0�O ti 9ss?'F PROPOSED PIPELINE WILL BE INSTALLED SCALE: 1"=40' T S,Ck, S,cbp BY BORE METHOD 2" CONDUIT W/4" CASING & RUBBER > q SPACERS S _ n 131, 8 12" ETHYLENE PA o o zW 1n 76 o BORE BUNDLE DETAIL CC3 W W J N.T.S. m M u u <W�0 t�<2 m ix � m m' L) �� O m�00LL1i0 = Oli 0� O CD enZZ pp rZUU 00000 O WO OO pW 11(ai�1 -QOamp-p10-•OW U BH FO-.- W �t OfO �2 ON M mmNlfkO1�ON�m"ME •t nM n 10 M MM In (ipp IOI�MI�mmaOW pl p7NN a h [p n + + ++ + ++++++++++ _++N N N N N N c,4 N N N N NN N MMMMM nnnn NNNNNNNNNN N N N N N N N N 4♦J - 40 BUNDLED PROP. 12" ETHYLENE PA 30 do 2" CONDUIT W/ 4" CASING I I 30 BOREINSTALLATION zo _ . . 9' CLR. . .I . 20 NAT. GROUND ROAD 10' CLR. 10 10 0 4'• MIN. COV: J. .. .. 0 3' CLR. 5' MIN. CLR. 12' CLR. —10 . . . . . . . . . . . . . . . . . . . . .I. . . . . . . . . . . . . . . . . . . .I . . . . . . . . —10 —20 —20 23G+50 231+00 232+00 233+00 PROFILE HORZ. SCALE. 1"=40' VERT. SCALE: 1 "=40' 0 02 16 18 ISSUED FOR PERMIT �� �� Oa7 -HOUIfA.-DliY- 7a7 Ca`pmwe Drivc s / / war 1 w r Ho®, Iami-7DM 9858791Ml FAX9&SS769053 - �! / d 1 / 1 O as i /0 i 0 - OUSMNFACIIIlY- COASTAL CAVERNS, INC Q. .. a Morris P Hebert, Ina 10101 SomLPtTF 77,5oEe 670 713 9-"70 ;x;� 471 suave in & en ine2 in == ACQUISf170N JZ N0. DATE REVISION BY AERIAL ROUTE MAP PROPOSED 12-INCH ETHYLENE PIPELINE 2-INCH UTILITY CONDUIT WITH 4-INCH CASING CROSSING 18" WATER LINE & 12" SEWER LINE CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS DRAWN BY: JA SHEET: 5 OF 8 CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY: DATE: 11/22/17 DRAWING NO.: 12930-4005 PROPOSED 12—INCH ETHYLENE PIPELINE DESIGN DATA 1.0 GENERAL INFORMATION 1.1 APPLICANT/OWNER: COASTAL CAVERNS, INC. 6045 HIGHLAND AVE, BEAUMONT TX, 77705 1.2 PIPELINE NAME: 12-INCH ETHYLENE PIPELINE 1.3 PRODUCT: ETHYLENE 1.4 CONSTRUCTION ACTIVITIES ARE SCHEDULED TO BE PERFORMED APRIL 2018. 2.0 PIPELINE DESIGN DATA 2.1 DESIGN CODES: THE PIPELINE MUST MEET CFR TITLE 49 CFR PART 195 - TRANSPORTATION OF HAZARDOUS LIQUIDS BY PIPELINE, TEXAS ADMINISTRATIVE CODE (TAC) TITLE 16, CHAPTER 8, AND ASME B31.4-PIPELINE TRANSPORTATION SYSTEMS FOR LIQUID HYDROCARBONS AND OTHER LIQUIDS. 2.2 OPERATING PRESSURE:2220 PSIG (MAXIMUM OPERATING PRESSURE) 2.3 HYDROSTATIC TEST PRESSURE: 2775 PSIG (MINIMUM) 2.4 DESIGN FACTOR: 0.72 3.0 CARRIER LINE PIPE 3.1 OUTSIDE DIAMETER: 12.750" 3.2 WALL THICKNESS: 0.375" 3.3 PIPE SPECIFICATION: API 5L 3.4 SPECIFICATION' MINIMUM YIELD STRENGTH: 60,0DO PSI 3.5 MATERIAL• CARBON STEEL 3.6 PROCESS OF MANUFACTURE: ERW 3.7 EXTERIOR COATING: 14-16 MILS FBE + 22 MILS ARO COATING 4.0 CATHODIC PROTECTION 4.1 IMPRESSED CURRENT 5.0 CONSTRUCTION METHOD 5.1 PIPELINE WILL BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILL & BORE INSTALLATION METHODS. 0 1 02 16 18 1 ISSUED FOR PERMIT ACQUISMON JZ NO. DATE REVISION BY COASTAL CAVERNS, INC. PIPELINE DATA SHEET PROPOSED 12—INCH ETHYLENE PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS mw -flOIAdAPACMY- «7 t� 1,/ '/" 0 }{ t�:m�70J60 98L6]¢PJl FAX 9fl5%769QT! 1 I '/ t' � S" 1 -a0lA7DNFACutIY- m MW _ /0 -- C IOIOI Samh Wel Frteuq, Suis 6N ff AzbrkS P. Hebert, inC. ""� �T im surveLina & en ]I}±1411A FA%]l}L44II ineerin h"Tmm DRAWN BY: DM SHEET- 6 OF 8 CHECKED BY- JAG SCALE: AS INDICATED APPROVED BY: DATE: 11/22/17 DRAWING NO.: 12930-4006 PROPOSED 2—INCH CONDUIT & 4—INCH CASING DESIGN DATA 1.0 GENERAL INFORMATION 1.1 APPLICANT/OWNER: COASTAL CAVERNS, INC. 6045 HIGHLAND AVE, BEAUMONT TX, 77705 1.2 PIPELINE NAME: 2-INCH CONDUIT 1.3 CONSTRUCTION ACTIVITIES ARE SCHEDULED TO BE PERFORMED APRIL 2018. 2.0 CONDUIT DESIGN DATA 2.1 NOMINAL SIZE........................................................................2.3B0" 2.2 WALL THICKNESS: ................................................................... 0.339- 2.3 SPECIFICATION: ........................................................................ DR7, PE 4710 IPS 2.4 MATERIAL- HDPE 3.0 CASING DESIGN DATA 3.1 NOMINAL PIPE SIZE............................................................... 4.500" 32 WALL THICKNESS: ................................................................... 0.237- 3.3 PIPE SPECIFICATION: .............................................................API 5L 3.4 SPECIFICATION MINIMUM YIELD STRENGTH: 35,000 PSI 3.5 MATERIAL- CARBON STEEL 3.6 PROCESS OF MANUFACTURE: ERW 3.7 EXTERIOR COATING: 14-16 MILS FUSION BOND EPDXY (FBE) 4.0 CATHODIC PROTECTION 4.1 N/A 5.0 CONSTRUCTION METHOD 5.1 UTILITY CONDUIT & CASING WILL BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILL & BORE INSTALLATION METHODS. 0 02 16 18 1 ISSUED FOR PERMIT ACQUISITION JZ NO. DATE I REVISION BY COASTAL CAVERNS, INC. PROPOSED 12—INCH ETHYLENE PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS - arm ��® �0 �IOUMA FAC� OUMA F C 7)i3 CoryoselM.e s a'ls b"r "I.7 1 _ H—L.Ae-7736o 79M31�OUSFAX 981-B7�ZA1 F.1%:985876905'_ AV � _ � IIIIY- AT 0 0 -/I j—p i Q (� 10101 Soe1h Nat Frte¢vy,Svile670 i /W6rrris A !]ebertj._ in(i. TAX�.�7ITN749 surve in -& en ineerin 713-21 471 1 phl— DRAWN BY. DM SHEET: 7 OF 8 CHECKED BY: JAG SCALE: AS INDICATED APPROVED BY: DATE: 11/22/17 DRAWING NO.: 12930-4007 PROPOSED 4-INCH NATURAL GAS PIPELINE DESIGN DATA 1.0 GENERAL INFORMATION 1.1 APPLICANT/OWNER: COASTAL CAVERNS, INC. 6045 HIGHLAND AVE, BEAUMONT TX, 77705 1.2 PIPELINE NAME: 4-INCH NATURAL GAS PIPELINE 1.3 PRODUCT: NATURAL GAS 2.0 PIPELINE DESIGN DATA 2.1 DESIGN CODES: THE PIPELINE MUST MEET CFR TITLE 49, PART 192, - TRANSPORTATION OF NATURAL AND OTHER GAS BY PIPELINE, TEXAS ADMINISTRATIVE CODE TEXAS ADMINISTRATIVE CODE (TAC) TITLE 16, CHAPTER B. AND ASME B31.8. 2.2 MAXIMUM OPERATING PRESSURE: 285 PSIG (MOP) 2.3 HYDROSTATIC TEST PRESSURE: 42B PSIG (MINIMUM) 2.4 DESIGN FACTOR: 0.72 3.0 CARRIER LINE PIPE 3.1 OUTSIDE DIAMETER: 4.500" 3.2 WALL THICKNESS: 0.237" 3.3 PIPE SPECIFICATION: AN 5L 3.4 SPECIFICATION MINIMUM YIELD STRENGTH: 35,000 PSI 3.5 MATERIAL- CARBON STEEL 3.6 PROCESS OF MANUFACTURE: ERW 3.7 EXTERIOR COATING: 14-16 MILS FBE + 22 MILS ARO COATING 4.0 CATHODIC PROTECTION 4.1 IMPRESSED CURRENT 5.0 CONSTRUCTION METHOD 5.1 PIPELINE WILL BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILL METHOD. 0 1 02 -16 18 1 ISSUED FOR PERMIT ACQUISITION JZ NO. I DATE I REVISION BY COASTAL CAVERNS, INC. PIPELINE DATA SHEET PROPOSED 12-INCH ETHYLENE PIPELINE CROSSING CITY OF BEAUMONT JEFFERSON COUNTY, TEXAS OF Imlimc -HOIAUFACJ17fY- V� f� 1� :� 2®C>vµrm<Aive 98TS792A1 FAX:985$]6905_ 1 1 / t 1 1 w1 -SoWhW tJ FAU1.Sd 1 1 I- / O 10101 Sovh Nal Fmntuy, SvIx 67D iMonis P Hebert tnc. "°�''�707a 711219-IJ70 FAX: 71}7194471 surveying & en lrieerin DRAWN BY: DM SHEET- 8 OF 8 CHECKED BY: JAG SCALE AS INDICATED APPROVED BY: DATE: 11/22/17 DRAWING NO.: 12930-4008