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ST9904-CS101001FORM 1081 TO: Texas Midstream Gas Services 100 Energy Way Fort Worth, Texas 76102 Attn: Mr. Willie E Lee APPROVAL Highway: SH 121 Contrqj 0364 Section: 02 M,a!A ena ce Section: 004 /f�allas Cp my l gate: ate: 1011/2010 The Texas Department of Transportation (TxDOT) offers no objection to the location on the right -of -way of your proposed 8" HP NATURAL GAS line as shown by accompanying drawings and notice dated 1011/2010 except as noted below. Your attention is directed to governing laws, especially to Title 6 Roadways, Chapter 203, Subchapter C, Control of Access, §203.31. Access for servicing this installation shall be limited to access via (a) frontage roads where provided, (b) nearby or adjacent public roads or streets, or (c) trails along or near the highway right -of -way lines, connecting only to an intersecting road; from any one or all of which entry may be made to the outer portion of the highway right-of-way for normal service and maintenance operations. The Owner's rights of access to the through - traffic roadways and ramps shall be subject to the same rules and regulations as apply to the general public except, however, if an emergency situation occurs and usual means of access for normal service operations will not permit the immediate action required by the Utility Owner in making emergency repairs as required for the safety and welfare of the public, the Utility Owner shall have a temporary right of access to and from the through- traffic roadways and ramps as necessary to accomplish the required emergency repairs, provided the TxDOT is imediately notified by the Utility Owner when such repairs are initiated and adequate provision is made by the Utility Owner for convenience and safety of highway traffic. It is expressly understood that the TxDOT does not purport, hereby, to grant any right, claim, title, or easement in or upon this highway; and it is further understood that the TxDOT may require the owner to relocate this line, subject to provisions of governing laws, by giving thirty (30) days written notice. You are requested to notify this office prior to commencement of any routine or periodic maintenance which requires pruning of trees within the highway right-of-way, so that we may provide specifications for the extent and methods to govern in trimming, topping, tree balance, type of cuts, painting cuts and clean up. These specifications are intended to preserve our considerable investment in highway planting and beautification, by reducing damage due to trimming. The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum inconveniences to traffic, and adjacent property owners. In the event the Owner fails to comply with any or all of the requirements as set forth herein, the State may take such action as it deems appropriate to compel compliance. Attached Specifications: • General Utility installations • Construction of Highway Crossing by Bore • Backfill Specifications Permit Provisions: * High Pressure (> 60 psi) Gas or Liquid Petroleum Pipeline Installations * Trench Excavation and Pit Location * Other Provisions: RICH, WHEN YOU RECEIVE YOUR 48 HOUR NOTICE CONTACT MYSELF" 214- 320 -6270 OR JEREMY TYSON AT 817- 508 -7652 THIS IN WITHIN THE CDA PROJECT * Revegetation Special Provisions: In Order to minimize erosion and sedimentation resulting from the proposed installation, the project area will be revegetated in accordance with TxDOT's Standard Specification Item 164 which specifies the appropriate grass seed mix to be used. Traffic Control Plans must be approved by the Area Office prior to the start of construction. Please notify Ritch Johnson Telephone: (940)387 -1324 forty -eight (48) hours prior to starting construction of the line in order that we may have a representative present. Upon completion of work and before leaving the area, the utility contractor must notify the TxDOT representative named above to arrange for a site restoration and clean up inspection. rtmen By: � r PERMIT NO. 20101001001 ' LAility Perm upervisor - Dallas District To the'Texas'rransportation Commission Date c/o District Engineer D allas C ounty Texas Department of Transportation_. , 'texas 10/01/10 ?J) III Form 1002 (Rov. 1112.006) (cst).rnc) Pala 1 of? Formal notice Is hereby coven that rexas Midstream Gas Service L.f..0 (TMGS) proposes to place a 8" Natural Gas Pipeline line within the right of way of 121 , RM to RM in Dallas County Texas, MNT Sec. No. as follows: (give location, length, general design, etc. Use additional sheet as needed) TMGS Is proposing to construct a 8" natural gas pipeline near MP 280 of SH '121 in Grapevine TX. We will construct and maintain the line on the highway right of way as shown on the attached drawing and in accordance with the rules, regulations and policies of the 'texas Department of Transportation (TxDOT), and all governing laws, including, but not limited to, the "Texas Engineering Practice Act," "Federal Clean Water Act," the "National Endangered Species Act," "Americans with Disabilities Act," and the "1= ederal 1-11storic Preservation Act." Upon request by TxDOT, we will submit to TxDOT proof of compliance with all governing laws, rules and regulations before commencement of construction. Plans shall include the design, proposed location, vertical elevations, and horizontal alignments of the facility based on the department's survey datum, the relationship to existing highway facilities and the right of way line, traffic safety and access procedures, and location of existing utilities that may be affected by the proposed utility facility. The location and description of the proposed line and appurtenances is more fully shown by a complete set of drawings attached to this notice. Our organization will use Best Management Practices to minimize erosion and sedimentation resulting from the proposed Installation, and we will revegetate the project area as indicated under "Revegetation Special Provisions." Our organization will ensure that traffic control measures complying with applicable portions of the Texas Manual on Uniforin Traffic Control Devices will be installed and maintained for the duration of this installation. When installing our utility on Contolled access facilities, we shall conform to the Texas Transportation Code, Title G Roadways, Chapter 203, Subchapter C, Control of Access, §203.03 ( http: /Itlo2.tic.state.tx.us /statutes /statuteS.I)tMI.). We shall limit access for servicing this installation to access via (a) frontage roads where provided, (b) nearby or adjacent public roads or streets, (c) trails along or near the highway right of way lines, connecting only to an intersecting road; front any one or all of which entry may be made to the outer portion of the highway right of way for normal service and maintenance operations. Our rights of access to the through traffic roadways and ramps shall be subject to the same Mules and regulations that apply to the general public. It is expressly understood that TxDOT does not purport, hereby, to grant any right, claim, title or easement in or upon this highway; and it is further understood that TxD0T may require us to relocate this line, surbject to the provisions of governing laws, by giving thirty (30) days written notice. We will notify TxDOT prior to commencement of any routine or periodic maintenance which requires pruning of trees within the highway right of way, so that'TxDO'r may provide specifications for the extent and methods to govern in, but not limited to, trimming, topping, tree balaoce, type of cuts, painting cuts and clean up. We understand that those specifications are Intended to preserve TxDOT's considerable investment in highway planting and beautification, by reducing damage due to tlmming and to protect known endangered species. Our installation shall not damage any part of the roadway structure or associated appurtenances and we will make adequate provisions to minimize Ino(mweniences..to tkie traveling public, and adjacent property owners. In the event we fail to comply with any or all of the requirements as set forth hereln, the State may take such action as it deems appropriate to compel our compliance. Following approval, we will begin construction oil or after 10/4/10 Month /Day /Year rolm 10".. (Rev. 1112000) age 2 of 2 Additional Provisions and Requirounclrts (for TOM input only) General S Provisions: _ jJ Are attached. ►_` Are not attached. oAs.-huilt Clans /GertificaiIons of Construction: I : Are required and shall be certified as accurate by an authorized representative of the company. Are required and shall be signed and sealed by a State ofTexas Licensed Professional Engineer. Are not required Certification that utility was installed a app roved u Re.-vegetation Special Provisions: In order to minimize erosion and sedimentation resulting frorn tho proposed installation, the project area will be re.- vegetated: F in accordance with 't'xDOI"s Stanclard Specification Item 164 which specifies teh appropriate grass seed rnix to be used, or: as indicated on the attachment. TxDOT Representative to be notified 118 hours prior• to beginning construction If approved, we understand that we will assume all risl<s associated with this installation within the TXDOT right of way. 'These risks include, but are not limited to, Injuries to our workers, damage to contiguous utility lines that may be in the area, injuries or damage resulting from our failure to properly install and maintain the line as shown on plans. We understand TXDOT may place additional provisions and requirements as listed above, based upon, but not limited to, the type of utility being installed, local site conditions, soil types and traffic. We acknowledge that this Utility Installation Request approval expires on the 91st calendar day from the date of issuance, unless otherwise approved, if we do not begin our Installation by this date. If we do not begin our installation within this time frame and still wish to continue, we will resubmit our request in accordance with the prevailing governing laws, rules, regulations and policies at the time of resubmission. By signing as /for the requester below, I certify that I am authorized to represent the requestor, that I agree to the provisions and requirements included in this Utility Installation Request, and our commencement of construction will further attest to our review and acceptance of said additional provisions and requirements. REQUESTOR Date: 10/01/10 13 Willie Lee uignature:,, ,j�y'• .�y .:. .� 'l'itle: Permit Spechlist Address: 100 Energy Way Port Worth TX 76102 City State Zip Code ~— ( 817 ) 648 - 9920 Area Code . Telephone Nu mber A PPROVED BY - DOT Date: - B y' - - - -- Signature: — - Title: Address: City State Zip Code Area Code Telephone N u nber B FORMULA FOR ALL GAS CROSSINGS Formula t= ax-p— (in) = in x si 2xSxF (psi) I = Nominal wall thickness D = Nominal outside diameter P = Maximum operating pressure S = Yield Strength ( US Standard code for presSUre plping) F =design factor (192.11) (for most jobs this will be .5) SAMPLES D = 8 5720 P= 715 42 S= 42 _ F= 0.5 -- I= 136.190476 - -- -- � minimum wa fh c mess al owel -- ed I 1 itcr vuur D ips: information over the sample�and it will figure your minimum will thicluiess allows 5, o �tJ �r y� 9 m w O y Z y bl 0 C me Q mo N yo c , �z z �Z o (j) r � � f, m G `f1 j W Q ®n� u I o K� � g m F mb ❑:2 ° i x F 7 as a N yy `K m of A rl A ' ��^ ti goo g R F � -�E ctm a Q Ci't 4 �z��RnzQo��F Ex.tl5 Q 1 D •1K ° ,a �l� •-/ �KF - �tY {�� ytps �° o� ob , O n n J £ n CS y� 9 m w O y Z y bl 0 C me Q mo N yo c , �z z �Z o (j) r � � f, m G `f1 j W Q ®n� u I o K� � g m F mb ❑:2 ° i x F 7 as a N yy `K m of A rl A ' ��^ ti g R F � -�E ctm a D Ci't 4 �z��RnzQo��F Ex.tl5 Q 1 D •1K ° ,a �l� •-/ �KF - �tY {�� ytps �° o� ob rNrozJH D.aef�6w +e eD Ttanflt!aN�l - A :+N>,'NI °(LL•WAIAfrMJI•! �A. `t 4l!/Y a &, 1 --) 1 lam'+\ llb r y /r l� 3 xk � ogN Ci't 4 �fNM Ex.tl5 �RaCC(lJN S COUN a &, 1 --) 1 lam'+\ llb r y /r l� 3 xk HARLOW'S FORMULA FOR ALL GAS CROSSINGS Formula t =DXP (in) = in x si 2xSxF (psi) [ t=;Norninal wall thickness Nominal outside diameter P = Maximum operating pressure S =Yield Strength( US Standard code for pressure piping) F =design factor (192.11) (for most jobs this will be .5) SAMPLES D = a 5720 P= 715 42 S = 42 F = 0.5 -- ---- '136. 1904 = m nuuur�i w* t uc uness aflowed F_nter your pipe information over the sample and it will figure your minimum wall thickness allow TxDOT - Dallas District Utility Specification General Utility Installations 1. GENERAL - A copy of the approved notice must be kept onsite at all times during construction. Unless other arrangements are made with the designated Texas Department (TxDOT) inspector, no work will be performed on Saturday, Sunday, Holidays, or hours other than standard working hours. Utility lines shall be located to avoid or minimize the need for adjustments to accommodate future highway improvements. All utility installations will be made without excavation or longitudinal placement being made any closer than three (3) feet from the back of curb. No pavement cuts are permitted unless specifically stated on the permit that approval is given to open cut the pavement. No explosives shall be used within the limits of the TxDOT highway right of way for utility installations. 2. COORDINATION OF WORK - Prior to the start of construction the local TxDOT Office MUST BE NOTIFIED at the number listed on the approval notice. Traffic control plans must be approved by the Area Office before work can begin. If the installation is within the limits of an active highway construction project, the utility work must be coordinated with the TxDOT Contractor and Inspectors. The utility work shall not cause any delay or disruption to the TxDOT contractor or construction. Location existing utility facilities and coordination with the owners is the responsibility of the utility agency. 3. TRAFFIC SAFETY, BARRICADES, WARNING DEVICES - Traffic control and protective devices shall be used and must conform to the TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES for streets and highways. All barricades, warning devices, signs, flashers, and flag persons shall be provided by the utility agency or contractor. Traffic shall not be stopped at any time without the use of a flag person. Prior to beginning work, the traffic control plans must be approved by the Area Engineer or his designated representative. Lane closures for any utility work will not be permitted without prior approval of Area Engineer or his designated representative. Lane closures are not permitted during peak "rush hour" traffic times. Vehicles, equipment, construction material and personnel not necessary to the timely installation of the facility shall be kept as far as possible from the traveling public. Any above ground obstruction or bore pit located closer than the clear zone distances outlined in the "Trench Excavation and Pit Locations" specification shall be protected by barricades, metal beam guard fence and/or concrete traffic barriers as deemed necessary by the TxDOT Inspector. At the end of every construction day, all equipment and materials shall be removed as far from the roadway edge as possible. 4. SURVEYING AND STAKING OF UTILITIES - All utility installations shall be staked by utility agency so that TxDOT may inspect the alignment prior to start of construction. The ROW line is to be staked and the utility installed based on a set distance from the ROW line. The utility is ultimately responsible for the accuracy of the installation. 5. TIME PERIOD ALLOWED FOR INSTALLATION - If the installation of the work covered by this utility permit has not started within twelve (12) months fi•om the approval date, a written request for an extension must be submitted to the District Office. It is expected that the installation will progress to completion in an efficient manner. However, if the work is delayed or abandoned for a period of one (1) month or more, a written request must be submitted to continue under the authority of the original permit. 6. FULL TIME SUPERVISION and INSPECTION - The utility agency shall provide competent, full time inspectors or supervisors to be present on -site during the installation. Also, the utility may be required to provide a telephone number at which someone may be contacted 24 hours in case of an emergency. The utility construction may be delayed of stopped when it is observed by the TxDOT Inspector that there is not an agency inspector or supervisor present on the job site. 7. DEPARTMENT INTERVENTION - TxDOT has the right to take charge of an to remedy any immediate hazard to the traveling public when it is obvious the utility agency will not do so. Any costs associated with TxDOT's action will be charged to the utility agency. 8. UTILITY ACCOMMODATION RULES - Utility installations within the TxDOT Right of Way shall conform to the requirements contained in the TxDOT Utility Accommodation Rules, dated February 2, 2005, the Dallas District Utility Specifications and the following industry policies. A. Safety rules for the installation and maintenance of electric and communication lines - National Electrical Safety Code. B. Latest edition of the Rules and Regulations for Public Water Systems published by the Texas Department of Health, Water Hygiene Division. C. Gas Pipelines - Title 49, C.F.R., Part 195, Transportation of Natural and Other Gas by Pipeline: Minimum Federal Safety Standards and amendments. D. Liquid Petroleum Pipelines - Title 49, C.F.R., Part 195, Transportation of Liquids by Pipelines and amendments. E. Latest edition of the American Society for Testing and Materials (ASTM) Specifications. F. Latest edition of the AASHTO policy entitled "A Policy on the Accommodations of Utilities within Freeway Right of Way ". G. Latest edition of the Occupational Safety and Health Administration (OSHA) Standards and Interpretations. General 1 last Revised Date: 3/01/2000 TxDOT - Dallas District Utility Specification Hiah Pressure (> 60 DO Gas or Li cluicl Petroleum Pipeline Installations 1. GENERAL - Longitudinal high pressure gas and liquid petroleurn pipelines shall be placed on uniform alignment three (3) to ten (10) feet from the right of way line. The minimum depth of cover shall be forty -eight (48) inches. Each line may be installed with enough vertical flexibility to prevent excessive stresses, however, horizontal "snaking" of the line is prohibited. The utility agency shall place identification markers at the right of way line in sufficient number for longitudinal installations and at each highway crossing. All paved side streets crossed by a longitudinal line within TxDOT right of way must be installed as outlined in item #2 below. 2. CROSSINGS - Highway crossings are to be installed at or near right angles to highway and may be encased or unencased. Encasement pipe is also to be installed under normal center medians and is to extend from the top of back slope for cut sections and five (5) feet beyond the toe of slope for fill sections, unless an additional length is required as outlined in the "TRENCH EXCAVATION AND PIT LOCATION" specification. All crossings under existing pavement must be installed as outlined in the "CONSTRUCTION OF HIGHWAY CROSSINGS BY BORE" specification. ENCASED CROSSINGS - The encasement shall consist of a steel pipe around and outside the carrier pipe and support the load of the ground above the pipe, the highway, and the superimposed loads thereon, including construction equipment. The strength of the encasement pip shall equal or exceed the structural requirements for highway drainage culverts covered under ASTM specifications. The minimum depth of cover for the casing pipe shall be thirty (30) inches and that portion which is unencased must be a minimum of thirty -six (36) inches. Lines shall be a minimum of eighteen (18) inches or % the diameter of the pipe, whichever is greater, beneath the bottom of the pavement structure. UNENCASED CROSSINGS - The carrier pipe must be of welded steel construction and provide sufficient strength to withstand the internal design pressure, loads of the ground and pavement structure, and the superimposed loads placed thereon, but is not limited to, the following: 1. Heavier wall thickness and /or higher strength steel as determined by use of Barlow's Formula. 2. Adequate coating and wrapping. 3. Cathodic protection. The minimum length of the additional protection shall be the same as for encased crossings. The depth of cover for unencased crossings shall be sixty (60) inches under the pavement surface or eighteen (18) inches under the pavement structure, whichever is greater. Under ditches the minimum depth of cover shall be forty -eight (48) inches. 3. VENTS - For steel pipelines with less than 150 feet of steel encasement, one vent will be placed at the right of way line on the high end side of the pipe. Steel pipelines with encasement over 150 feet in length shall have a vent at each right of way line. Ownership of the line will be shown on the vent. HighPressureGas 1 Last Revised Date: 1/07/1994 TxDOT - Dallas District Utility Specification Construction of Highway Crossing bore 1. GENERAL - WATER JETTING OR JACKING WILL NOT BE PERMITTED All paved streets which are maintained by TxDOT Must be bored & encased unless it is specifically stated on the permit that an exception for open cutting and /or no encasement is granted. At no time shall the boring operation interfere with the traveling public. The safety of the traveling public and maintaining the integrity of the roadway is the primary concern. 2. BORE PIT LOCATIONS - No excavations for bore pits will be allowed to be any closer to the edge of the pavement (travel lane) than as outlined in the "TRENCH EXCAVATIONS AND PIT LOCATION" specification. If the required clear zoned distance is closer than outlined in the above mentioned specification, then appropriate traffic control devices such as barricades, signs, barrel mounted guard fence and /or concrete traffic barriers will be required as deemed necessary by the TxDOT inspector. No excavated material will be stored closer to the traveled way than the bore pit. All pits and trenches shall be backfilled immediately after the encasement and carrier pipes have been installed, Upon completion of the backfill, all excess material will be removed from the right of way. 3. METHOD OF INSTALLATION - Crossings are to be installed by the AUGER or "DRY" BORE method and shall be accomplished by use of a laser sighted bore machine or a bore machine requiring a pilot hole. The pilot hole will serve as the centerline of the large diameter hole to be bored. The user of water or fluids in the boring operation will only be allowed for lubricating the cutting head. The boring operation shall be performed from the low or downstream end. Lateral or vertical variation of the encasement pipe from the proposed line and grade will be permitted only to the extent of one (1) inch in ten (10) feet, provided that such a variation shall be regular and only in one direction. The encasement pipe shall be approximately the same diameter as the bore hole. Over cutting in excess of one (1) inch shall be remedied by pressure grouting the entire length of the installation with a mixture consisting of two (2) sacks of cement per yard of sand. 4. OPTIONAL WET BORE - The utility or contractor may request installation by the Slurry or "Wet" bore method. The approval to wet bore is granted by the Area Engineer or his designated representative on an individual permit basis. It the area office allows wet bores in their designated area, approval will be based on bore size and soil conditions. Wet bores should be restricted to areas of rock or other suitable material which will prevent the sides of the bore hole from "caving in ". A geotechnical report may be required prior to approval. In no instance will wet bores be allowed to exceed eighteen (18) inches in diameter. The amount of water used for creating the slurry will be such that little or no runoff is encountered. If, in the opinion of the TxDOT inspector, at any time during the boring operation inadequate conditions are encountered for performing the wet bore, the process will be stopped and the bore will be completed by Auger bore. The slurry material removed from the bore may not be used in the backfilling of the bore pit. Boring 1 Last Revised Date: 1/07/1994 TxDOT - Dallas District Utility Specification T Bench Eicca vation and Pit Location 1. GENERAL - No dirt from a trench or pit excavation shall be placed on the roadway or shoulders. All equipment and stockpiled dirt shall meet the safety clear zone distances listed below or have adequate barricades and warning devices to protect the traveling public. Topsoil shall be kept separate from other excavation material, and be replaced in accordance with "BACKAI -LING" specification. All pits and trenches shall be kept free from standing water. if trenches and /or bore pits are left open for extended periods of time without a continuous progression of work, the utility will be required to backfill the trench and /or bore pits. Any other pit will not be left open for more than a forty eight (43) hour period. In all excavations where sloughing is likely to occur, shoring will be utilized to prevent damage to the highway structure(s). The utility agency or contractor shall be responsible for maintaining trench excavation protections as required by provisions of Part 1926, Subpart P - Excavations, Trenching and Shoring of OSHA Standards. 2. TRENCHING - Longitudinal installations must be placed as near a uniform alignment to the right of way line as possible. Trenching machine or backhoe may be used. A backhoe will be required if a uniform alignment can't be maintained by use of a trenching machine. 3. SAFETY CLEAR ZONE DISTANCES - Minimum clear zone distances required for trench excavations and bore pit locations are as follows: For UNCURBED Highway A. Thirty (30) ft. from the edge of pavement (traveled lane) of high -speed (more than 40 mph), high volume (more than 750 vehicles per day) highways. B. Sixteen (16) ft* from edge of pavement of high - speed, low volume (less than 750 vehicles per day) highways. C. Sixteen (16) ft* from ramps. D. Ten (10) ft* for low -speed (40 mph or less) highways. E. Ten (10) ft* for any paved intersections side streets. * Five (5) ft MINIMUM from edge of any shoulder. For CURBED Hi hg ways A. Thirty (30) ft from the back of curb for high -speed highways B. Five (5) ft from the back of curb, plus any additional distance to clear sidewalks, for low -speed highways C. Five (5) ft from the back of curb for intersecting side street. TrenchExcavatePit 1 Last Revised Date: 5/24/1999 TXDOT - Dallas District Utility Specification Backfill St- ecificatiens 1. GENERAL - As soon as practical, all portions of the excavation shall be backfilled. Trenches and pits shall be backfilled with the material obtained from the excavation or from other sources. Backfill material will be free from stones of Such size as to interfere with compactions; free from large lumps which will not break down readily under compaction, and free from frozen lumps, wood or other extraneous material. The TxDOT inspector may reject any material containing more than twenty (20) percent by weight of material retained on a three (3) inch sieve. The portion of top soil removed from the original excavation shall be replaced, as nearly as feasible, in its original position. 2. DEPTH OF LIFTS - The portion of backfill below the top of pipe shall be placed in uniform layers not to exceed eight (8) inches in depth (loose measurement). Backfill above the top of the pipe shall be placed in layers not to exceed ten (10) inches in depth (loose measurement). If the backfill is to support a portion of roadway or embankment, then the material will be placed in uniform layers not to exceed eight (8) inches in depth (loose measurement). 3. PROCEDURE FOR COMPACTION - Each layer of backfill material, if dry, shall be wetted uniformly to the moisture content required to obtain a density comparable with the adjacent undisturbed soil and shall be compacted to that density by means of mechanical tampers or rammers. The use of rolling equipment of the type generally used in compacting embankments will be permitted on portions that are accessible to such equipment. Water jetting or ponding will not be permitted. Special care shall be taken to ensure thorough compaction of material placed under the haunches of the pipe. Cohesionless materials, such as sand, may be used for general backfilling purposes. Compaction of collesionless materials shall be done with vibratory equipment. 4. RESTORATION OF RIGHT OF WAY - Prompt replacement of sod, removal of debris, and any other restoration necessary to restore the right of way to a condition equal to that which existed prior to the utility installation will be required. In areas of erosion, the use of stabilized backfill may be required. Should settlement or erosion occur within six (6) months of the utility installation, the utility agency will be required to reshape, reseed, and /or resod the area. Backfill .1 Last Revised Date; 1/07/1998