Wet Well Sample Clauses

Wet Well. Unless the station is of such size that variable speed drive pumps are justified, the shape of the wet well shall be cylindrical and the detention time should be such that the deposition of solids is minimized and the sewage does not become septic. An access hatch (4’ x 4’ minimum) with an approved safety grate shall be provided at the top of the deck as required by the City. The bottom of the wet well shall slope toward a flat bench area wide enough for the worker to stand on without depending on the sloped area as a footing surface.
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Related to Wet Well

  • Wet Weather In the event of wet weather, work in the open will continue until the particular work in hand can no longer be done safely and efficiently. Whilst it is raining, employees will be required to: Continue to work under cover or relocate to alternative work under cover, on site. Obtain materials and services for employees working under cover where there is only minimal exposure to inclement weather. When required, perform emergency and safety work. In addition, work on unexpected breakdowns, which can be corrected in limited time duration. Should a portion of the project be affected by wet weather, all other employees not so affected shall continue working in accordance with award conditions, regardless that some employees may be entitled to cease work due to wet weather. If a halt to productive work occurs due to inclement weather, the parties agree that employees may be relocated to other unaffected sites. Where the above steps are not possible, affected employees may be required to attend tool box meetings, work planning sessions or skills development activities, all of which will count as productive time for payment purposes.

  • Contract Area Block which superficial projection is delimited by the polygon defined in Annex I or the plots of the Block remaining subject to the Agreement after the partial relinquishments provided for herein are made.

  • acres Site-Specific Conditions

  • Subsurface Conditions Unless the Contract Documents stipulate specific quantities and units of rock or unsuitable soils, the Contractor shall assume material below the surface of the Earth to be earth and other material that can be removed by power shovel or similar equipment. Should conditions encountered below the surface of the ground be at variance to the number of unit requirements as indicated by drawings or specifications, and absent an agreed-upon unit price established prior to the bid by Addendum, or after contract execution by Change Order, the Contract Sum and/or time shall be adjusted as provided in the Contract Documents for changes in the work.

  • Area of Concern Defective plumbing fixtures, appliances, or trim fittings. Standard: Fixtures, appliances, and fittings should comply with the manufacturer’s Standards.

  • Minerals The seller’s share of minerals (if any) will NOT transfer with the surface at closing.

  • Excavation If an excavation shall be made upon land adjacent to the Leased Premises, or shall be authorized to be made, Tenant shall afford to the person causing or authorized to cause such excavation, license to enter upon the Leased Premises for the purpose of doing such work as said person shall deem necessary to preserve the wall or the building of which the Leased Premises form a part from injury or damage and to support the same by proper foundation, without any claim for damages or indemnity from Landlord, or diminution or abatement of Rent.

  • ADJACENT EXCAVATION-SHORING If an excavation shall be made upon land adjacent to the demised premises, or shall be authorized to be made, Tenant shall afford to the person causing or authorized to cause such excavation, license to enter upon the demised premises for the purpose of doing such work as said person shall deem necessary to preserve the wall or the building of which demised premises form a part from injury or damage and to support the same by proper foundations without any claim for damages or indemnity against Owner, or diminution or abatement of rent.

  • Groundwater Any water, except capillary moisture, beneath the land surface or beneath the bed of any stream, lake, reservoir or other body of surface water within the boundaries of this state, whatever may be the geologic formation or structure in which such water stands, flows, percolates, or otherwise moves.

  • Tests on Completion (i) At least 30 (thirty) days prior to the likely completion of the Project Highway, or a Section thereof, the Contractor shall notify the Authority’s Engineer of its intent to subject the Project Highway or a Section thereof, to Tests. The date and time of each of the Tests shall be determined by the Authority’s Engineer in consultation with the Contractor, and notified to the Authority who may designate its representative to witness the Tests. The Contractor shall either conduct the Tests as directed by the Authority’s Engineer or provide such assistance as the Authority’s Engineer may reasonably require for conducting the Tests. In the event of the Contractor and the Authority’s Engineer failing to mutually agree on the dates for conducting the Tests, the Contractor shall fix the dates by giving not less than 10 (ten) days’ notice to the Authority’s Engineer. (ii) All Tests shall be conducted in accordance with Schedule-K. The Authority’s Engineer shall either conduct or observe, monitor and review the Tests conducted by the Contractor, as the case may be, and review the results of the Tests to determine compliance of the Project Highway or a Section thereof, with Specifications and Standards and if it is reasonably anticipated or determined by the Authority’s Engineer during the course of any Test that the performance of the Project Highway or Section or any part thereof, does not meet the Specifications and Standards, it shall have the right to suspend or delay such Test and require the Contractor to remedy and rectify the Defect or deficiencies. Upon completion of each Test, the Authority’s Engineer shall provide to the Contractor and the Authority copies of all Test data including detailed Test results. For the avoidance of doubt, it is expressly agreed that the Authority’s Engineer may require the Contractor to carry out or cause to be carried out additional Tests, in accordance with Good Industry Practice, for determining the compliance of the Project Highway or Section thereof with the Specifications and Standards.

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