WATER TANK Sample Clauses

WATER TANK. A common underground sump with common electric pump and a common overhead tank will be provided.
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WATER TANK. An overhead tank of 2000 liters stock capacity 2 in nos. will be provided and underground sump with a common electric pump and an overhead tank will be provided.
WATER TANK. The booster tank shall be rectangular in configuration and shall have a capacity of 500 gallons. All tank sides, top and bottom, shall be constructed of 1/2" black UV stabilized copolymer polypropylene. The tank shall be constructed utilizing latest thermo plastic welding technology. A clean, hot air controlled temperature process shall ensure that the weld reaches its plasticized state without cold or hot spots. The tank shall undergo extensive testing prior to installation in the truck. The process shall include an electronic spark and water fill test after both the internal and external tank shell welds are completed. The tank shall have a combination vent and manual fill tower. The tower shall be located in the left front corner of the tank. The tower shall have a hinged cover and thick polypropylene screen. There shall be two (2) standard tank openings; one for the tank to pump suction line with an anti-swirl plate and one for a tank fill line. Baffles, both longitudinal and latitudinal shall be interlocking and thermo welded to minimize water surge during travel, enhancing road-handling stability. WATER TANK SIGHT LEVEL GAUGE One (1) translucent sight level gauge shall be incorporated into the side of the poly water tank, location to be determined by customer.
WATER TANK. A underground sump with an electric pump will be provided.
WATER TANK. Consistent with MMRP mitigation CUL-1, Developer, at its expense, shall (a) prepare or cause to be prepared and deliver to City a relocation and restoration plan for the “water tank” located on the Property; (b) relocate the water tank, including the metal tank itself and any supporting tank structure, but not the recent yacht club improvements or the immediately adjacent building, to one of the locations within the “Inner Harbor Area” designated on Exhibit H; and (c) weatherproof the tank to facilitate long term preservation of the structure. In addition to the foregoing requirements, Developer shall pay to City the sum of One Hundred Thousand Dollars ($100,000) (“Water Tank Payment”) which City agrees to utilize for payment of costs associated with completion of all other obligations under MMRP mitigation CUL-1, including water tank restoration work and ancillary improvements in the vicinity of the relocate water tank. In addition, Developer shall pay City the sum of Two Hundred Fifty Thousand Dollars ($250,000) (“Maritime Community Payment”) which City agrees to utilize for, subject to future City approval and environmental review, public access and community gathering spaces within the Inner Harbor Area that recognize the maritime history of the Inner Harbor Area. Developer shall substantially complete the work described in clauses (a) – (c) above and pay the Water Tank Payment and Maritime Community Payment to City prior to issuance of the first certificate of occupancy for a residential unit, or such later date as approved by the City Manager in his or her sole discretion. For the avoidance of doubt, Developer shall not be eligible to receive any credit towards Impact Fees for the cost of the water tank relocation and related work, the Water Tank Payment or the Maritime Community Payment.‌
WATER TANK. Shall be white in color, elliptical in shape with 300 gallon capacity. Tank shall have a removable, anti-surge “Butterfly Baffle” system that reduces tank volume by no more than 1.5%. The tank and baffle material must be UV stabilized polyethylene. Tank will be saddle mounted and secured with a minimum of two (2) heavy duty, flat 10-gauge steel bands. A minimum of two (2) bands must have “D” ring tie-downs on both sides of the tank. The hose between the tank and sprayer pump shall be a 1 ½ inch non-collapsible suction hose. The suction line must include a glass filled, 1 ½ inch poly ball valve installed in a convenient location, below the bottom of tank to serve as the tank shutoff and drain valve. The tank lid shall be 16 inches diameter minimum, positive locking type with an air vent to prevent damage from pressure or vacuum. Fill hose shall be 2 inches by 25 feet long mill hose with a 2 inch male camlock.

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  • Closet/Urinal Requirements 6.1 Employees Closets Urinals 1-5 1 Nil 6-10 1 1 11-20 2 2 21-35 3 4 36-50 4 6 51-75 5 7 76-100 6 8

  • Vegetation No trees or other vegetation may be removed from the site without prior approval from the Town, except in accordance with Section 4 above and pursuant to the Annual Plan.

  • Wetlands When disposing of excess, soil, or other construction materials on public or private property, Contractor shall not fill in or otherwise convert wetlands.

  • Stormwater Notwithstanding any other provisions or terms of this Agreement, Company acknowledges that certain properties within the Premises or on Authority-owned land are subject to stormwater rules and regulations. Company agrees to observe and abide by such stormwater rules and regulations as may be applicable to the Premises, and, if applicable, Company hereby expressly covenants, warrants, and represents to Authority, in connection with Company’s operations on the Premises, the following:

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