Site Drainage. The site surface water, soil drainage systems, all access points, and their coverings must be maintained in good working order. Sewage treatment plant and installations must be maintained to ensure that they operate to their optimum performance.
Site Drainage. All water that may accumulate on the site during the progress of the work or in trenches and excavations shall be removed by the contractor to the entire satisfaction of the Engineer-in-Charge at his own expense.
Site Drainage. A. Each Tenant shall be required to provide adequate stormwater drainage facilities, including on-site ponding areas (if needed) and metering of storm water runoff resulting from precipitation or storm sewers, or both, in accordance with the requirements of the City of Albuquerque and Bernalillo County and any other applicable governmental agency or authority and with the Park Development Standards and any master drainage plan for the Land as prepared by Landlord.
B. The change in storm water runoff between the historical (undeveloped) condition and the developed condition shall be measured as the increased flow resulting from changes in coefficient of storm water runoff and the time of concentration. An engineer’s report comparing the historical and developed conditions and recommending adequate methods of developed conditions and recommending adequate methods of detention and drainage shall be submitted by each Tenant to the Architectural Review Committee for approval as part of the Plans and Specifications for any Building as provided herein. If required, detention shall be accomplished by providing ponding areas for storage of storm water on rooftops, in parking areas, in landscaped areas, in graded drainage xxxxxx, and by such other methods, including Storm Drainage Easements, as may be approved by the Architectural Review Committee.
Site Drainage. All drainage ways shall be kept free of debris and other obstructions to the flow of water. Sediment ponds shall be excavated as the need arises with the trapped sediment being returned as cover material on the Landfill. No water contaminated with leachate shall be discharged from the site to the natural drainage outfalls.
Site Drainage. Subject to the Permit and any applicable Governmental Requirements, Company shall, throughout the Term:
(a) keep all drainage ways at the Landfill free of debris and other obstructions to the flow of water;
(b) excavate all sediment ponds as the need arises with the trapped sediment being returned as cover material on the Landfill; and
(c) prevent water contaminated with leachate from being discharged from the Landfill to the natural drainage outfalls.
Site Drainage. All water that may accumulate on the site during the progress of the work or in trenches and excavations shall be removed to the entire satisfaction of the Engineer-in-charge and at Contractor’s expense.
Site Drainage. All water which may accumulate on the Switchyard during the progress of the works, or in trenches and excavations, from other than the Excepted Risks shall be removed from the Switchyard and other areas to the satisfaction of the Engineer-in-Charge and at the Contractor's expense.
Site Drainage. The builder to insure proper drainage away from the home shall have established the necessary grades and xxxxxx. Standing or ponding water shall not remain for extended periods of time in the immediate area of the house after a rain (generally no more than 24 hours), except that in xxxxxx which drain other areas, or in areas where foundation drains, footing drains, gutter drains or sump pumps discharge, a longer period can be expected (generally no more than 48 hours). The possibility of standing water after an unusually heavy rainfall or an unusually wet period of weather should be expected. No grading or determination can be made while there is snow on the ground or while the ground is frozen. The builder is responsible only for initially establishing the proper grades and xxxxxx. The owner is responsible for maintaining such grades and xxxxxx once the builder has established them.
Site Drainage. Any specified backfilling of basements, cellars or any other such excavation shall be performed in a manner that will prevent ponding of surface water and will not materially affect the natural drainage pattern of the surrounding premises. The CEC will notify Contractor of any required site drainage and will negotiate with Contractor on the number of labor hours required. Upon NTP being provided to Contractor to proceed with Work, Contractor may invoice the City for site drainage Work at Bidder's Extraordinary Labor Rate.
Site Drainage. Protect the GRS-IBS construction area from surface runoff during construction. Critical areas are behind the abutment wall at the interface between the GRS abutment and the retained fill, at the base of the
