Geotextile Sample Clauses

Geotextile. Add to the Sub-Clause:
Sample 1Sample 2Sample 3
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Geotextile. Geotextiles used for lining of drain trenches shall be as per the requirements. The type of geotextile to be used for drains shall be approved by the Engineer prior to starting the works. Drain pipes shall be made of high density polyethylene, high pressure as approved by the Engineer. Jointing of pipes shall be done by fine-cutting and heating with equipment complying with the prescription of the HDP pipe manufacturer. Pipes may be jointed with angles to fit the requirements of the terrain, but angles shall not exceed the maximum specified by the manufacturer. The joints shall be watertight and develop the same strength as unjointed HDP material. The method of jointing shall be approved by the Engineer prior to starting the works. Drain pipes shall be provided with holes of minimum 5 mm diameter. The pipes shall be perforated by drilling minimum 50 holes per meter length on the upper half of the pipe in a staggered pattern uniformly distributed. The Engineer might adjust these specifications according to the site conditions.
Sample 1
Geotextile. (a) As per E8
Sample 1
Geotextile. Geotextile shall be a non-woven geotextile fabric, meeting or exceeding the properties specified for Separation Geotextile Fabric of CW 3130 clause 2.
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Geotextile. Geotextile shall be installed in accordance with requirements of CW 3130, Supply and Installation of Geotextile Fabrics.
Sample 1
Geotextile. Non-woven with thickness greater than or equal to 6 oz, pore size less than imported sand. LANDFILL GAS VENT LINER COVER PENETRATION SEAL • 40 mil LLDPE geomembrane liner boot, shop or field fabricated. LINER • 40 mil textured LLDPE liner material. Material is stored at the Louisville Closed Landfill at 0000 000xx Xxxxxx, Xxxxxxxxxx Xxxxxxxx, Xxxxxxxxx, 00000. • Free of holes, blisters, undispersed raw materials, and any sign of contamination by foreign matter. PIPING • CPEP (Corrugated Polyethylene Pipe) Caps: 6-inch polyethylene solid end caps. • PVC (Polyvinyl Chloride) Couplings: 6-inch Schedule 80 PVC couplings. • Pipe Seals: 6-inch diameter by 12-inch diameter Fernco coupling, stainless steel clamps/bands. WATER • Clear non-potable or potable water obtained from off-Site source approved by MPCA CONTRACTOR. SEED, MULCH, AND FERTILIZER • Grass Seed: Fresh, clean, new-crop seed harvested previous year complying with the tolerance for purity and germination established by Official Seed Analysis of North America; obtained from locally grown nursery. o Weed seed content: Not over 0.25 percent and free of noxious weeds. o Seed mixture: ▪ Smooth Brome Grass: 15 percent by dry weight. ▪ Bluegrass Kentucky “Certified Park”: 15 percent by dry weight. ▪ Bluegrass Canada: 15 percent by dry weight. ▪ Fescue, Hard “Reliant II”: 15 percent by dry weight. ▪ Rye-grass, perennial: 25 percent by dry weight. ▪ Red Clover: 15 percent by dry weight. • Temporary Straw Mulch:
Sample 1
Geotextile. The geotextile shall be a non woven polypropylene fabric heat bonded on one side and shall meet the physical requirements in Table 1. Table 1 Test Method Units Requirements Grab strength ASTM D 4632 N 450 Ultimate Elongation ASTM D 4632 % ≥50 Mass per unit area ASTM D 5261 g/m2 140 Melting Point ASTM D 276 °C 150
Sample 1
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Related to Geotextile

  • 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)

  • WATERBEDS The Tenant: (check one)

  • Reverse Engineering The Customer must not reverse assemble or reverse compile or directly or indirectly allow or cause a third party to reverse assemble or reverse compile the whole or any part of the software or any products supplied as a part of the Licensed System.

  • MINES The Contractor represents and warrants that neither it, its parent entities (if any), nor any of the Contractor’s subsidiaries or affiliated entities (if any) is engaged in the sale or manufacture of anti-personnel mines or components utilized in the manufacture of anti-personnel mines.

  • Cloud storage DSHS Confidential Information requires protections equal to or greater than those specified elsewhere within this exhibit. Cloud storage of Data is problematic as neither DSHS nor the Contractor has control of the environment in which the Data is stored. For this reason: (1) DSHS Data will not be stored in any consumer grade Cloud solution, unless all of the following conditions are met: (a) Contractor has written procedures in place governing use of the Cloud storage and Contractor attests in writing that all such procedures will be uniformly followed. (b) The Data will be Encrypted while within the Contractor network. (c) The Data will remain Encrypted during transmission to the Cloud. (d) The Data will remain Encrypted at all times while residing within the Cloud storage solution. (e) The Contractor will possess a decryption key for the Data, and the decryption key will be possessed only by the Contractor and/or DSHS. (f) The Data will not be downloaded to non-authorized systems, meaning systems that are not on either the DSHS or Contractor networks. (g) The Data will not be decrypted until downloaded onto a computer within the control of an Authorized User and within either the DSHS or Contractor’s network. (2) Data will not be stored on an Enterprise Cloud storage solution unless either: (a) The Cloud storage provider is treated as any other Sub-Contractor, and agrees in writing to all of the requirements within this exhibit; or, (b) The Cloud storage solution used is FedRAMP certified. (3) If the Data includes protected health information covered by the Health Insurance Portability and Accountability Act (HIPAA), the Cloud provider must sign a Business Associate Agreement prior to Data being stored in their Cloud solution.

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