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7 <br />Infrastructure and/or anything that may impact the Work on the Utility Location Project or <br />the Project, as is requested of them by the Metro Flood Diversion Authority. Section 4.02 DEADLINES. All reports, engineering analysis, and other information and materials requested by the Metro Flood Diversion Authority shall be provided before the expiration of a reasonable deadline mutually determined by the Parties. The Utility shall <br />consider commercially reasonable efforts to produce those items outlined in Section 4.01 when agreeing upon a deadline with the Metro Flood Diversion Authority. Section 4.03 FAILURE TO TIMELY PRODUCE. Should the Utility fail to produce any reports, analysis, or other information and materials reasonably requested of them by the Metro Flood Diversion Authority by the mutually agreed upon deadline, the Metro Flood Diversion Authority shall have the ability to exercise its rights under Article X hereunder. <br /> <br />ARTICLE V. <br />PERFORMANCE AND CONSTRUCTION Section 5.01 WORK. The Utility shall be responsible for the design and performance of all Work on the Utility Location Project. <br /> Section 5.02 TECHNICAL SPECIFICATIONS. The Utility Location Project shall be constructed in accordance with the technical requirements within this Section. The Utility shall install the pipeline in accordance with the following depth specifications: for portions of the pipeline installed within the Project Site, the pipeline must be a minimum of thirty-five (35) feet <br />below the bottom of the low-flow channel (LFC), and a minimum of forty-five feet (45) feet <br />below existing ground on the east and west boundaries of the Project Site. In the event a redesign of the Project Site by the Metro Flood Diversion Authority prior to or during construction of the Project Site requires any relocation or reinstallation of the Utility’s pipeline lower than the bore profile attached as Exhibit 2, Metro Flood Diversion Authority shall <br />compensate the Utility for any costs incurred by the Utility to comply with the redesign. <br /> <br /> <br />(a) Method of construction – DCAI and IDF line of Protection crossing – the Natural Gas Transportation Infrastructure will be installed by horizontal direction drill (HDD) beneath the DCAI and IDF Line of Protection. <br />(1) Directional drilling pits shall be located a minimum of 300 feet away from the east side of the IDF Line of Protection and a minimum of 20 feet away from the <br />west side of the IDF Line of Protection as shown on the DCAI cross section at Station 645+00+/- as shown in Exhibit 1. The Utility shall follow the USACE Guidelines for <br />Installation of Utilities Beneath Corps of Engineers Levees Using Horizontal Directional <br />Drilling. If the conditions of these drilling requirements conflict for work under the DCAI, the more stringent requirements apply. <br />(b) Method of construction – Excavated Material Berms, local drainage ditch crossings, and other areas – install Natural Gas Transportation Infrastructure by directionally drilling or open cutting, unless otherwise indicated. Do not direct trench Natural Gas