Boring Sample Clauses

Boring. Prior to conducting any boring work on or near Grantor's rail corridor or property (which shall only be permitted within the Premises), Grantee and Grantee's Contractors shall explore the proposed location for such work with hand tools to a depth of at least three (3) feet below the surface of the ground to determine whether pipelines or other structures exist below the surface, provided, however, that in lieu of the foregoing, Grantee shall have the right to use suitable detection equipment or other generally accepted industry practice (e.g., consulting with the Underground Services Association) to determine the existence or location of pipelines and other subsurface structures prior to drilling or excavating with mechanized equipment. Upon Grantee's written request, which shall be made thirty (30) business days in advance of Grantee's proposed construction or modification of any Improvements, Grantor will provide to Grantee any information that Grantor has in the possession of its Engineering Department concerning the existence and approximate location of Grantor's underground utilities and pipelines at or near the vicinity of any proposed Improvements. Prior to conducting any boring work, Grantee, and Grantee's Contractors, shall review all such material. Grantor does not warrant the accuracy or completeness of information relating to subsurface conditions and Grantee's, and Grantee's Contractors', operations at all times shall be subject to the liability provisions set forth herein. For all bores greater than 20 inches in diameter and at a depth less than ten (10) feet below the bottom of a rail, Grantee, and Grantee's Contractors, shall perform a soil investigation which must be reviewed by Grantor prior to construction. This study is to determine if granular material is present, and to prevent subsidence during the installation process. If the investigation determines in Grantor's reasonable opinion that granular material is present, Grantor may select a new location for Grantee's use, or may require Grantee, and Grantee's Contractors, to furnish for Grantor's review and approval, in Grantor's sole discretion, a remedial plan to deal with the granular material. Once Grantor has approved any such remedial plan in writing, Grantee, and Grantee's Contractors, at Grantee's sole cost, shall carry out the approved plan in accordance with all terms thereof and hereof. Any open hole, boring or well constructed on the Premises by Grantee, or Grantee's Contrac...
Sample 1
Boring. Proceed with the boring from a pit provided for boring equipment and workmen. Complete these steps:
Sample 1
Boring. A. The boring shall be accomplished by means of auguring to the size, line, and grade shown on the Drawings or as directed by OWNER. The hole diameter shall be essentially the same as the outside diameter of the casing pipe.
Sample 1

Related to Boring

  • Sampling The Licensee agrees that the Composition is purchased as a “Work Made for Hire” whereby the clearing of any sampled materials is the responsibility of Licensee.

  • Grading The coarse aggregate as delivered to the mixer, shall be well graded as per IS specifications. Maximum size of aggregate used for the work shall be 20mm or 40mm or as specified in items in the bill of quantities and it shall confirm to IS: 383-1970, clause 4.2 (Table-2) However, the exact gradation required to produce a dense concrete of specified strength and desired workability shall be decided as per laboratory test by the Engineer. Coarse aggregate for use in concrete shall be well graded and shall conform to IS: 383-1970 requirements (as per Table-II) given below: IS sieve Designation Percentage Passing by weight for graded aggregate of nominal size. 40mm 20mm 16mm 12.5mm 63mm 100 - - - 40mm 00-000 000 - - 20mm 00-00 00-000 100 - 16mm - - 00-000 000 12.5 - - - 90-100 10.00 00-00 00-00 00-00 00-00 4.75mm 0-5 0-10 0-10 0-10

  • Groundwater The groundwater shall not be degraded as a result of the waste maintained at the facility.

  • Testing Landlord shall have the right to conduct annual tests of the Premises to determine whether any contamination of the Premises or the Project has occurred as a result of Tenant’s use. Tenant shall be required to pay the cost of such annual test of the Premises; provided, however, that if Tenant conducts its own tests of the Premises using third party contractors and test procedures acceptable to Landlord which tests are certified to Landlord, Landlord shall accept such tests in lieu of the annual tests to be paid for by Tenant. In addition, at any time, and from time to time, prior to the expiration or earlier termination of the Term, Landlord shall have the right to conduct appropriate tests of the Premises and the Project to determine if contamination has occurred as a result of Tenant’s use of the Premises. In connection with such testing, upon the request of Landlord, Tenant shall deliver to Landlord or its consultant such non-proprietary information concerning the use of Hazardous Materials in or about the Premises by Tenant or any Tenant Party. If contamination has occurred for which Tenant is liable under this Section 30, Tenant shall pay all costs to conduct such tests. If no such contamination is found, Landlord shall pay the costs of such tests (which shall not constitute an Operating Expense). Landlord shall provide Tenant with a copy of all third party, non-confidential reports and tests of the Premises made by or on behalf of Landlord during the Term without representation or warranty and subject to a confidentiality agreement. Tenant shall, at its sole cost and expense, promptly and satisfactorily remediate any environmental conditions identified by such testing in accordance with all Environmental Requirements. Landlord’s receipt of or satisfaction with any environmental assessment in no way waives any rights which Landlord may have against Tenant.

  • 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.

  • Surface  Grade and shape the road surface, turnouts, and shoulders to the original shape on the TYPICAL SECTION SHEET. Inslope or outslope as directed to provide a smooth, rut-free traveled surface and maintain surface water runoff in an even, unconcentrated manner.  Blading shall not undercut the backslope or cut into geotextile fabric on the road.  If required by the Contract Administrator, water shall be applied as necessary to control dust and retain fine surface rock.  Surface material shall not be bladed off the roadway. Replace surface material when lost or worn away, or as directed by the Contract Administrator.  Remove shoulder berms, created by grading, to facilitate drainage, except as marked or directed by the Contract Administrator.  For roads with geotextile fabric: spread surface aggregate to fill in soft spots and wheel ruts (barrel spread) to prevent damage to the geotextile fabric.

  • Contamination The presence in, on or under land, air or water of a substance (whether a solid, liquid, gas, odour, heat, sound, vibration or radiation) at a concentration above the concentration at which the substance is normally present in, on or under land, air or water in the same locality, that presents a risk of Environmental Harm, including harm to human health or any other aspect of the Environment, or could otherwise give rise to a risk of non-compliance with any Statutory Requirement for the protection of the Environment.

  • Engineering Forest Service completed survey and design for Specified Roads prior to timber sale advertisement, unless otherwise shown in A8 or Purchaser survey and design are specified in A7. On those roads for which Forest Service completes the design during the contract, the design quantities shall be used as the basis for revising estimated costs stated in the Schedule of Items and adjusting Timber Sale Account. Forest Service engineering shall be completed according to the schedule in A8. Should Forest Service be unable to perform the designated survey and design by the completion date or other agreed to time, upon written agreement, Purchaser shall assume responsibility for such work. In such event, Contracting Officer shall revise:

  • Tests 7.7.1 If the Contract Documents, laws, ordinances, rules, regulations or orders of any public authority having jurisdiction require any portion of the Work to be inspected, tested or approved, the Contractor shall give the Architect timely notice of its readiness so the Architect may observe such inspection, testing or approval. The Contractor shall bear all costs of such inspections, tests or approvals conducted by public authorities.

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