WATER TANK Sample Clauses

WATER TANK. A common underground sump with common electric pump and a common overhead tank will be provided.
AutoNDA by SimpleDocs
WATER TANK. A underground sump with an electric pump will be provided.
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. 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.
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. 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. One (1) translucent sight level gauge shall be incorporated into the side of the poly water tank, location to be determined by customer.

Related to WATER TANK

  • 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.

  • Underground Storage Tanks In accordance with the requirements of Section 3(g) of the D.C. Underground Storage Tank Management Act of 1990, as amended by the District of Columbia Underground Storage Tank Management Act of 1990 Amendment Act of 1992 (D.C. Code § 8-113.01, et seq.) (collectively, the “UST Act”) and the applicable D.C. Underground Storage Tank Regulations, 20 DCMR Chapter 56 (the “UST Regulations”), District hereby informs the Developer that it has no knowledge of the existence or removal during its ownership of the Property of any “underground storage tanks” (as defined in the UST Act). Information pertaining to underground storage tanks and underground storage tank removals of which the D.C. Government has received notification is on file with the District Department of the Environment, Underground Storage Tank Branch, 00 X Xxxxxx, X.X., Xxxxx Xxxxx, Xxxxxxxxxx, X.X., 00000, telephone (000) 000-0000. District’s knowledge for purposes of this Section shall mean and be limited to the actual knowledge of Xxxxxx Xxxxx, Property Acquisition and Disposition Division of the Department of Housing and Community Development, telephone no. (000) 000-0000. The foregoing is set forth pursuant to requirements contained in the UST Act and UST Regulations and does not constitute a representation or warranty by District.

  • Storage Tanks If storage tanks storing Hazardous Materials located on the Premises or the Project are used by Tenant or are hereafter placed on the Premises or the Project by Tenant, Tenant shall install, use, monitor, operate, maintain, upgrade and manage such storage tanks, maintain appropriate records, obtain and maintain appropriate insurance, implement reporting procedures, properly close any storage tanks, and take or cause to be taken all other actions necessary or required under applicable state and federal Legal Requirements, as such now exists or may hereafter be adopted or amended in connection with the installation, use, maintenance, management, operation, upgrading and closure of such storage tanks. Notwithstanding anything to the contrary contained herein, Tenant shall have no right to use or install any underground storage tanks at the Project.

  • Underground Tanks If underground or other storage tanks storing Hazardous Materials located on the Premises or the Project are used by Tenant or are hereafter placed on the Premises or the Project by Tenant, Tenant shall install, use, monitor, operate, maintain, upgrade and manage such storage tanks, maintain appropriate records, obtain and maintain appropriate insurance, implement reporting procedures, properly close any underground storage tanks, and take or cause to be taken all other actions necessary or required under applicable state and federal Legal Requirements, as such now exists or may hereafter be adopted or amended in connection with the installation, use, maintenance, management, operation, upgrading and closure of such storage tanks.

  • Dewatering (a) Where the whole of a site is so affected by surface water following a period of rain that all productive work is suspended by agreement of the Parties, then dewatering shall proceed as above with Employees so engaged being paid at penalty rates as is the case for safety rectification work. This work is typically performed by Employees engaged within CW1, CW2 or CW3 classifications. When other Employees are undertaking productive work in an area or areas not so affected then dewatering will only attract single time rates. (b) Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, appropriate Employees shall assist in the tidying up of their own work site or area if it is so affected. Where required, appropriate Employees will be provided with the appropriate PPE. Such work to be paid at single time rates. Productive work will continue in areas not so affected. (c) To avoid any confusion any ‘dewatering’ time which prevents an Employee from being engaged in their normal productive work is not included in any calculation for the purposes of determining whether an Employee is entitled to go home due to wet weather (refer clauses 32.4 and 32.5)

  • Compaction 11.1 Concrete shall be thoroughly compacted and fully worked around the reinforcement, around embedded fixtures and into corners of the formwork. 11.2 Concrete shall be compacted using mechanical vibrators complying with IS 2505, IS 2506, IS 2514 and IS:4656. Over vibration and under vibration of concrete are harm full and shall be avoided. Vibration of very wet mixes shall also be avoided. Whenever vibration has to be applied externally, the design of formwork and the disposition of vibrators shall receive special consideration to ensure efficient compaction and to avoid surface blemishes.

  • Pipelines Developer shall have no interest in the pipeline gathering system, which gathering system shall remain the sole property of Operator or its Affiliates and shall be maintained at their sole cost and expense.

  • 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: A. Company is required to submit a Notice of Intent to use the State of Florida Multi-Sector Generic Permit for Stormwater Discharge Associated with Industrial Activity. Authority and Company both acknowledge that close cooperation is necessary to ensure compliance with any stormwater discharge permit terms and conditions, as well as to ensure safety and to minimize the cost of compliance. Company acknowledges further that it may be necessary to undertake actions to minimize the exposure of stormwater to “significant materials” (as such term may be defined by applicable stormwater rules and regulations) generated, stored, handled, or otherwise used by Company by implementing and maintaining “best management practices” (BMPs) (as such term may be defined in applicable stormwater rules and regulations). Company will establish a BMP plan for the Premises and submit a copy to Authority. B. Company will be knowledgeable of any stormwater discharge permit requirements applicable to Company and with which Company will be obligated to comply. The submittal of a Notice of Intent will be made by Company to the FDEP, and a copy will be submitted to Authority. Company is required to comply with the following requirements including, but not limited to, certification of non-stormwater discharges; collection of stormwater samples; preparation of a Stormwater Pollution Prevention Plan or similar plans; implementation of BMPs; and maintenance and submittal of necessary records. In complying with such requirements, Company will observe applicable deadlines set by the regulatory agency that has jurisdiction over the permit. Company agrees to undertake, at its sole expense, those stormwater permit requirements for which it has received written notice from the regulatory agency and that apply to the Premises, and Company agrees that it will hold harmless and indemnify Authority for any violations or non-compliance with any such permit requirements.

  • Irrigation An irrigation reduced pressure zone (hereinafter referred to as “RPZ”) is required for any irrigation systems and must be installed by the Developer and/or eventual lot owner and tested in accordance with the Minnesota Department of Health Guidelines for Designing Backflow Prevention Assembly Installations (hereinafter referred to as “Guidelines”). The initial test results and certification shall be submitted to the City of Maple Grove Public Works Department. Subsequently, the RPZ must be tested, per the Guidelines, at least annually by a certified tester with the results reported to the City of Maple Grove Building Department and the RPZ must be rebuilt as needed in accordance with the Guidelines. Test/rebuilt reports shall be mailed or faxed to the City of Maple Grove Building Department at (000) 000-0000. The irrigation system shall be designed, and the Plans shall be modified accordingly, prior to the issuance of any permits for the development of the Property, to accommodate a 1-inch water meter and a maximum flow of 50 gallons per minute.

Draft better contracts in just 5 minutes Get the weekly Law Insider newsletter packed with expert videos, webinars, ebooks, and more!