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STOCKPILE Sample Clauses

STOCKPILE. Prior to commencing stockpiling operations, the CONTRACTOR will prepare the stockpile site at the designated location to the specifications of the Public Works Field Coordinator. The stockpile shall be constructed by first spreading material over the entire base and building upward in uniform layers. The stockpile shall be built with haul trucks supplied by the CONTRACTOR. In some cases, a Tele-Stacker Conveyor can be utilized. Use of stockpiling methods will be left to the judgement of the Public Works Field Coordinator. Any necessary leveling is to be done by the CONTRACTOR.
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STOCKPILE. During the Interim Period, Seller shall work in good faith with Purchaser to determine the quality of the Stockpile Coal of coal located on the San Xxxx Property (and not yet delivered to PNM), and Seller shall use Commercially Reasonable Efforts to have a Stockpile Coal of 4.8 million tons plus or minus 200,000 tons.
Sample 1
STOCKPILE. Only items identified in the Notice to Contractors titled “Stockpile” are eligible for Stockpile payment.
Sample 1
STOCKPILE. Construct a rock stockpile at the location shown on Exhibit A, according to the specifications in Exhibit C. The stockpile site shall be cleared and grubbed of all vegetation, uniformly sloped at 2 percent and ditched as required. Construct the stockpile site as marked in the field, with an average length of 194 feet and an average width of 95 feet. The stockpile shall have a base of 160’ x 75’, 1-1/3:1 sloped sides and height of 15 feet, with top dimensions of 120’ x 35’. The stockpile shall have all dimensions uniformly dressed and struck.
Sample 1
STOCKPILE. The top of the pile shall be a uniform surface.
Sample 1
STOCKPILE. A IN PLACE UNIT WEIGHT OF PRODUCT, LBS./FT(3) 99.079 ASTM C29 -------------------------------------------------------------------------------- B UNIT WEIGHT OF PRODUCT, TONS/YD(3) 1.338 (A*27/2000) -------------------------------------------------------------------------------- C CUT VOLUME OF STOCKPILE, YD(3) 0.000 FROM SURVEY -------------------------------------------------------------------------------- D FILL VOLUME OF STOCKPILE, YD(3) 1194.963 FROM SURVEY -------------------------------------------------------------------------------- E TOTAL VOLUME OF STOCKPILE, YD(3) 1194.963 (C+D) -------------------------------------------------------------------------------- F TOTAL PRODUCT IN STOCKPILE, TONS 1598.342 (E*B) -------------------------------------------------------------------------------- REMARKS: 240 [GRAPHIC OMITTED] 241 TRI-STATE TESTING. LABORATORIES, INC. INVENTORY/ SURVEY REPORT ------------------------------------------------------------------------------- CLIENT: MONROC JOB #: ------------------------------------------------------------------------------- PROJECT: INVENTORY DATE: 01/18/01 ------------------------------------------------------------------------------- PIT LOCATION: SALT LAKE CITY, UTAH SURVEYED BY DD/KW ------------------------------------------------------------------------------- STOCKPILE LOCATION: ------------------------------------------------------------------------------- PRODUCT: NSL POND SAND STOCKPILE: ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- A IN PLACE UNIT WEIGHT OF PRODUCT, LBS./FT(3) 97.256 ASTM C29 ------------------------------------------------------------------------------- B UNIT WEIGHT OF PRODUCT, TONS/YD(3) 1.313 (A*27/2000) ------------------------------------------------------------------------------- C CUT VOLUME OF STOCKPILE, YD(3) 0.000 FROM SURVEY ------------------------------------------------------------------------------- D FILL VOLUME OF STOCKPILE, YD(3) 37262.407 FROM SURVEY ------------------------------------------------------------------------------- E TOTAL VOLUME OF STOCKPILE, YD(3) 37262.407 (C+D) ------------------------------------------------------------------------------- F TOTAL PRODUCT IN STOCKPILE, TONS 48923.901 (E*B) ------------------------------------------------------------------------------- REMARKS: 242 [GRAPHIC OMITTED] 243 TRI-STATE TESTING. LABORATORI...
Sample 1
STOCKPILE. Construct 2”-0” crushed rock stockpile at location shown on Exhibit A, according to the specifications in Exhibit C. The stockpile site shall be cleared and grubbed of all vegetation, uniformly sloped at 2 percent and ditched as required. The stockpile shall have a base of 85.0’ x 65.5’, 1-1/3:1 sloped sides with a height of 15 feet, and a top dimension of 45.2’ x 25.7’. The stockpile shall have all sides and top uniformly dressed and struck.
Sample 1

Related to STOCKPILE

  • Wastewater investments in the construction, material enhancement, or renewal of infrastructure that supports wastewater and storm water collection, treatment, and management systems. Note: Investments in health infrastructure (e.g., hospitals, long-term care facilities, convalescent centres, and senior centres) are not eligible. Eligible Expenditures will be limited to the following: 1. Infrastructure investments – expenditures associated with acquiring, planning, designing, constructing, or renovating a tangible capital asset and any related debt financing charges specifically identified with that asset. 2. Capacity-building costs – for projects eligible under the capacity-building category only, expenditures associated with the development and implementation of: • Capital investment plans, integrated community sustainability plans, integrated regional plans, housing needs assessments, or asset management plans; • Studies, strategies, systems, software, third-party assessments, plans, or training related to asset management; • Studies, strategies, systems, or plans related to housing or land use; • Studies, strategies, or plans related to the long-term management of infrastructure; and • Other initiatives that strengthen the Recipient’s ability to improve local and regional planning. 3. Joint communications and signage costs – expenditures directly associated with joint federal communication activities and with federal project signage.

  • Loading RPMG shall schedule the loading and shipping of all outbound corn oil purchased hereunder, but all labor and equipment necessary to load trucks and rail cars and other associated costs shall be supplied and borne by Producer without charge to RPMG. Producer shall handle the corn oil in a good and workmanlike manner in accordance with RPMG’s written requirements and normal industry practice. Producer shall maintain the truck and rail loading facilities in safe operating condition in accordance with normal industry standards and shall visually inspect all trucks and rail cars to assure (i) cleanliness so as to avoid contamination, and (ii) that such trucks and railcars are in a condition suitable for transporting the corn oil. RPMG and RPMG’s agents shall have adequate access to the Ethanol Facility to load Producer’s corn oil on an industry standard basis that allows RPMG to economically market Producer’s corn oil. RPMG’s employees shall follow all reasonable safety rules and procedures promulgated by Producer and provided to RPMG reasonably in advance and in writing. Producer shall supply product description tags, certificates of analysis, bills of lading and/or material safety data sheets that are applicable to all shipments. In the event that Producer fails to provide the labor, equipment and facilities necessary to meet RPMG’s loading schedule, Producer shall be responsible for all costs and expenses, including without limitation actual demurrage and wait time, incurred by RPMG resulting from or arising in connection with Producer’s failure to do so.

  • Transport The Parents consent to the Pupil travelling by any form of public transport and / or in a motor vehicle driven by a responsible adult who is duly licensed and insured to drive a vehicle of that type.

  • 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)

  • Plant The expression ‘Plant’ as used in the tender papers shall mean every temporary accessory necessary or considered necessary by the Engineer to execute, construct, complete and maintain the work and all altered, modified, substituted and additional works ordered in the time and the manner herein provided and all temporary materials and special and other articles and appliance of every sort kind and description whatsoever intended or used therefore.

  • Storage The ordering agency is responsible for storage if the contractor delivers within the time required and the agency cannot accept delivery.

  • Trash Tenant shall not allow anything to be placed on the outside of the Building, nor shall anything be thrown by Tenant out of the windows or doors, or down the corridors or ventilating ducts or shafts, of the Building. All trash and refuse shall be placed in receptacles provided by Landlord for the Building or by Tenant for the Premises.

  • Containers The marine and intermodal cargo containers either owned or leased by the Borrower and employed by the Borrower in the conduct of its business, including, without limitation, refrigerated, dry van, tank, open top and flat rack containers and refrigeration units and generator sets associated therewith, but excluding any chassis for such containers.

  • 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.

  • 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.

Most Referenced Clauses

Most Referenced Definitions