Enclosing Structure Sample Clauses

Enclosing Structure. Zhagrus will supply, erect and eventually dismantle and remove, including footings or foundations, a temporary enclosing structure covering The Basin (approx. *x*) capable of withstanding summer and winter conditions experienced in the State of Massachusetts for at least 4 years. The structure shall be a free span design over the entire * width and (1) keep rain, snow and water run-ff from entering. The Basin and (2) to contain any potential airborne Waste Material. It shall be designed to take 90 mph wind speed (including wind pressure and up-lift) and 40 spf snow load or in accordance with the Massachusetts State (MA) Building Code, whichever is more restrictive. The design of the structure shall include any dead loads that Zhagrus' excavation plan would impose on the structure. The enclosure is to completely encompass the area of The Basin, excavating equipment, materials handling area, survey/container release areas and a separated shipping staging area. The container survey/release and shipping staging areas are to be adjacent but separated by a step over berm and have a gravel surface. Both are to be located on the flat area immediately north of The Basin on The Site. Sufficient lighting within the enclosure is to be provided by Zhagrus so that work can be performed during night time hours. All enclosure and any equipment footings or foundations are to be so located that when gravel overfill material and Waste Material are removed from The Basin edges, the structure and equipment remain stable even under maximum wind and snow loads. The inside edges of piles, footings or foundations are also to be located outside the limits of the Waste Material edge so that any trenching or boring will not encounter Waste Material during construction. An extra three (3) feet of separation allowance is to be incorporated to account for any uncertainty in the location of The Basin edge. These requirements shall be accomplished while locating the enclosure an additional ten feet from the existing wooden Tank House. Materials which might be generated from this digging are to be similarly handled to that stated about during site preparation. While maintaining the requirements of the MA Building Code, the type footing employed should be minimized to limit potential burial volume at the end of the project. The method chosen shall provide for a stable southern slope. Zhagrus is not responsible for extemporaneous costs resulting from bedrock disturbance for proper installati...
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Related to Enclosing Structure

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  • Alternative Structure Notwithstanding any provision of this Agreement to the contrary, Parent may at any time modify the structure of the acquisition of the Company set forth herein, subject to the prior written consent of the Company, which consent shall not be unreasonably withheld or delayed, provided that (i) the Merger Consideration to be paid to the holders of Company Common Stock is not thereby changed in kind or reduced in amount as a result of such modification, (ii) such modification will not adversely affect the tax treatment of the Company's shareholders as a result of receiving the Merger Consideration and (iii) such modification will not materially delay or jeopardize receipt of any required approvals of Governmental Authorities.

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