Common use of Tanks Clause in Contracts

Tanks. Large outdoor storage tanks shall be welded or seamless construction. Drains and other design features shall be provided as required to prevent damage to the tank wall during extended outages in subfreezing weather. Tanks shall be sized to provide the required storage volume that accounts for freeze losses. Demineralized water tanks shall be shop-coated internally with a fused-glass coating. Coated tank material surface profiles shall be suitable for coating application, Coatings shall extend completely under all gaskets, and special provisions shall be made at all plate ends to prevent corrosion (e.g., use of stainless steel edge coat). Nozzles on water tanks subject to freezing shall project into the tank by a distance sufficient to permit continued operation with an ice layer on the inside of the tank wall. Maintenance drains near the tank bottom shall be provided for complete tank drainage. Containment systems shall be provided for all tanks containing potentially hazardous liquids, including ammonia. Leak detection systems shall be provided, as required by regulations or permits. All tank containment areas shall be furnished with drains and low-point sumps. Manholes, where provided, shall be at least 24 inches in diameter. Ladders and cleanout doors shall be provided on storage tanks as required to facilitate access/maintenance. Provisions shall be included to allow proper tank ventilation during internal maintenance. Unless otherwise specified or approved, tanks used for the storage of oil, raw water, treated fresh water, and condensate shall be carbon-steel-plate stiffened and stayed in an approved manner where necessary. Pipe connections for tanks shall be made to welded pads or reinforced nozzles, the thickness of which shall not be less than 1-1/2 times the diameter of the joint studs. Joint stud holes shall not be drilled through the pads. Pipe connections shall be made with studs and not cap bolts. Tanks that are to be insulated and lagged shall be provided with external lugs where necessary. A corrosion allowance of 1/16 inch for carbon steel and low chrome alloys shall be used, except for lined or internally coated tanks. Overflow connections and lines shall be provided and be at least one pipe size larger than the largest input line or combination of inputs that can discharge simultaneously.

Tanks. Large outdoor Tenant shall have no right to use or install any underground or other storage tanks at the Project. Notwithstanding anything to the contrary contained herein, Landlord shall install prior to the date that is 1 month prior to the Rent Commencement Date, a concrete pad that can accommodate a nitrogen tank having a capacity of up to 6,000 gallons (“Mechanical Pad”). The Mechanical Pad shall be welded installed by Landlord in a good and workmanlike manner in accordance with applicable Legal Requirements in the location identified on Exhibit H. Landlord shall also install ancillary piping for Tenant’s installation, at Tenant’s sole cost and expense, of a nitrogen tank of a capacity of up to 3,000 gallons and otherwise of a type reasonably acceptable to Landlord (the “Nitrogen Tank”) to exclusively serve the Premises. In connection with its use of the Nitrogen Tank, Tenant shall procure and maintain contracts (“Nitrogen Tank Contracts”) for the operation, maintenance and repair of the Nitrogen Tank, in form and substance reasonably satisfactory to Landlord, with copies to Landlord upon Landlord’s written request, for and with contractors reasonably acceptable to Landlord specializing and experienced in handling nitrogen and the operation, maintenance and repair of Nitrogen Tanks. Tenant shall remove the Nitrogen Tank at the expiration or seamless constructionearlier termination of this Lease. Drains Tenant shall accept the Mechanical Pad in its “as-is” condition and shall surrender the Mechanical Pad free of any debris and trash and free of any Hazardous Materials for which Tenant or any Tenant Parties are responsible upon the expiration or earlier termination of the Term. During any period that the Mechanical Pad serves the Premises exclusively, Landlord shall have no obligation to make any repairs or improvements to the Nitrogen Tank or the Mechanical Pad and Tenant shall maintain the Nitrogen Tank and Mechanical Pad, at Tenant’s sole cost and expense, in good repair and condition during the Term. 731887685.7 Notwithstanding the foregoing, Landlord may, at any time during the Term upon written notice to Tenant and at Landlord’s cost and expense, remove Tenant’s Nitrogen Tank and replace it with a nitrogen tank of up to a 6,000 capacity which would serve the Premises and other design features premises’ in the Building (“Shared Nitrogen Tank”); provided that Tenant shall be provided as required to prevent damage entitled to the tank wall during extended outages in subfreezing weatheruse of not less than 3,000 gallons of the capacity of the Shared Nitrogen Tank. Tanks Following the installation of the Shared Nitrogen Tank, Tenant shall no longer be responsible for maintenance or repairs of the Mechanical Pad or the Shared Nitrogen Tank and Landlord shall be sized responsible as part of Operating Expenses pursuant to provide the required storage volume that accounts terms of Section 13 for freeze lossesthe maintenance of the Mechanical Pad and Shared Nitrogen Tank. Demineralized water tanks Notwithstanding anything to the contrary contained herein, if Landlord does elect to replace the Nitrogen Tank with a Shared Nitrogen Tank, Landlord shall be shop-coated internally responsible for any termination costs actually incurred by Tenant in connection with a fused-glass coating. Coated tank material surface profiles shall be suitable for coating application, Coatings shall extend completely under all gaskets, and special provisions shall be made at all plate ends to prevent corrosion (e.g., use of stainless steel edge coat). Nozzles on water tanks subject to freezing shall project into the tank by a distance sufficient to permit continued operation with an ice layer on the inside termination of the tank wall. Maintenance drains near then-current Nitrogen Tank Contracts, up to $10,000 in the tank bottom shall be provided for complete tank drainage. Containment systems shall be provided for all tanks containing potentially hazardous liquids, including ammonia. Leak detection systems shall be provided, as required by regulations or permits. All tank containment areas shall be furnished with drains and low-point sumps. Manholes, where provided, shall be at least 24 inches in diameter. Ladders and cleanout doors shall be provided on storage tanks as required to facilitate access/maintenance. Provisions shall be included to allow proper tank ventilation during internal maintenance. Unless otherwise specified or approved, tanks used for the storage of oil, raw water, treated fresh water, and condensate shall be carbon-steel-plate stiffened and stayed in an approved manner where necessary. Pipe connections for tanks shall be made to welded pads or reinforced nozzles, the thickness of which shall not be less than 1-1/2 times the diameter of the joint studs. Joint stud holes shall not be drilled through the pads. Pipe connections shall be made with studs and not cap bolts. Tanks that are to be insulated and lagged shall be provided with external lugs where necessary. A corrosion allowance of 1/16 inch for carbon steel and low chrome alloys shall be used, except for lined or internally coated tanks. Overflow connections and lines shall be provided and be at least one pipe size larger than the largest input line or combination of inputs that can discharge simultaneouslyaggregate.

Tanks. Large outdoor storage Transformer tanks shall be welded or seamless constructiondesigned to allow the complete transformer, when arranged for transport, to be lifted by crane and transported without overstraining any joints and without causing subsequent leakage of oil. Drains and other design features Each tank shall be provided as required with a minimum of four jacking lugs, to prevent damage enable the transformer, complete with all tank mounted accessories and filled with oil, to be raised or lowered by jacks. The jacking points shall be not less than 300 mm above the base level for transport masses up to 10 tonnes and not less than 700 mm for greater transport masses. Facilities shall also be provided to enable the transformer to be hauled or slewed in any direction. The main tank body, tap changing compartments, radiators and coolers, shall each be capable of withstanding, when empty of oil, the vacuum test level specified in the Schedules. The plate thickness for the tank sides shall be a minimum of 6 mm. Tank stiffeners and mounting brackets shall be continuously welded to the tank. Wherever possible, the transformer tank wall during extended outages in subfreezing weather. Tanks and its accessories shall be sized to provide the required storage volume that accounts for freeze lossesdesigned without pockets wherein gas may collect. Demineralized water tanks Where pockets cannot be avoided, pipes shall be shopprovided to vent the gas into the main expansion pipe. The vent pipes shall have a minimum inside diameter of 20 mm and, if necessary, shall be protected against mechanical damage. All joints other than those which may have to be broken shall be welded. Caulking of defective welded joints will not be permitted. Such defective joints may be re-coated internally welded subject to the written approval of the Engineer. Tank covers shall not permanently distort when lifted. Inspection openings of ample size shall be provided to give easy access to bushings, for changing ratio or winding connections, and for testing the earth connections. The tank cover shall be fitted with a fused-glass coatingthermometer pocket, with captive screwed cap, located in the position of maximum oil temperature at continuous maximum rating. Coated tank material surface profiles shall be suitable for coating applicationA pressure relief device of sufficient size capable of functioning without electrical power, Coatings shall extend completely under all gaskets, and special provisions shall be made at all plate ends to prevent corrosion (e.g., use of stainless steel edge coat). Nozzles on water tanks subject to freezing shall project into the tank by a distance sufficient to permit continued operation with an ice layer on the inside of the tank wall. Maintenance drains near the tank bottom shall be provided for complete the rapid release of any pressure that may be generated within the tank drainage. Containment systems and which might result in damage to the equipment, but it shall be provided capable of maintaining the oeil tightness of the transformer under all conditions of normal service. The device shall operate at a static pressure of less than the hydraulic test pressure for all transformer tanks containing potentially hazardous liquids, including ammonia. Leak detection systems and shall be provided, as required by regulations or permitsdesigned to prevent further oil flow from the transformer following its operation. All tank containment areas The relief device shall be furnished with drains mounted on the main tank and low-point sumps. Manholes, where provided, if mounted on the cover it shall be at least 24 inches in diameterfitted with a skirt projecting inside the tank to prevent an accumulation of gas within the device. Ladders and cleanout doors A flange, or other suitable position, shall be provided on storage tanks as required to facilitate access/maintenance. Provisions shall be included the tank to allow proper tank ventilation during internal maintenancethe mounting of neutral current transformers. Unless otherwise specified or approved, tanks used for the storage of oil, raw water, treated fresh water, and condensate shall be carbon-steel-plate stiffened and stayed in an approved manner where necessary. Pipe connections for tanks shall be made to welded pads or reinforced nozzles, the thickness of which shall not be less than 1-1/2 times the diameter of the joint studs. Joint stud holes shall not be drilled through the pads. Pipe connections shall be made with studs and not cap bolts. Tanks that are to be insulated and lagged Terminal shall be provided with external lugs where necessaryclose to each corner at the base of the tank for earthing purposes. A corrosion allowance of 1/16 inch for carbon steel Rating diagrams and low chrome alloys property plates shall be used, except for lined or internally coated tanks. Overflow connections and lines shall be provided and be at least one pipe size larger than fixed to the largest input line or combination of inputs that can discharge simultaneouslytransformer tank in accordance with Clause 5.19.