Archeological Surveys Sample Clauses

Archeological Surveys.  The conduct of an Archeological Survey (Reconnaissance or Intensive) shall conform to the current review standards for Archeological Survey Reports as presented in the "Archeological Sites and Cemeteries Toolkit" and is available from the State. The Engineer shall undertake the following activities and demonstrate that these activities occurred by providing supporting data to the State. o Archeological surveys shall be performed for specific proposed transportation activities. Perform archeological surveys under a Texas Antiquities Permit issued by THC and signed by a State professional archeologist (TAC, Title 13, Part 2, and Chapter 26). o Perform surveys, reporting, and documentation to satisfy the National Historic Preservation Act, Section 106 and Antiquities Code requirements for determining whether archeological sites are present in the project area, and whether test excavations or a higher level of archeological work is needed. o An archeological background study shall be performed prior to field work. If the Technical Expert has already performed an archeological background study or has been provided with a background study by the State. The new study will incorporate the previous findings as part of the required study. o A physical inspection of the project area. o Documentation of all conditions affecting the potential integrity of archeological deposits in accordance with regulations 36 CFR 60.4 governing eligibility for inclusion in the National Register of Historic Places and regulations TAC, Title 13, Part 2, Chapter 26.8, governing evaluation of archeological sites for designation as SALs. o Evaluation of the potential for intact archeological deposits to be present in the proposed project area. For this project, the archeological assumptions are listed below. Segment Estimated Existing ROW (acres) Estimated New ROW (acres) Estimated APE (acres) Estimated Acreage for Pedestrian Survey/Shovel Testing Estimated Acreage for Mechanical Trenching No. of Backhoe Trenching Locations A-3 250 185 435 110 75 4 C-1 160 155 315 95 60 4 C-2 160 75 235 45 30 4 D 210 115 325 70 45 4 DocuSign Envelope ID: 67397975-F81B-4755-90E3-12120FAB096F o Photo-documentation of evidence supporting a recommendation that deposits in the project area do or do not have sufficient integrity for the preservation of eligible sites. Photo-documentation shall provide a representative record of all relevant impacts reducing the integrity of potential archeological deposits in...
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Archeological Surveys a. Archeological Reconnaissance Surveys - The Engineer shall conduct a Reconnaissance Survey as defined in 13 TAC 26.5(57) and 13 TAC 26.20(1). The Engineer shall submit a permit application for a Texas Antiquities Permit and a report on the work conducted under the permit. Permit applications for the conduct of an Archeological Reconnaissance Survey shall follow the current SOU for Individual Antiquities Permit Applications, which is available from the State. The content for Archeological Reconnaissance Survey reports shall follow the current SOU for Archeological Survey Reports, which is available from the State. The draft and final report shall also fulfill the reporting requirements for the Texas Antiquities Permit.
Archeological Surveys. The CONSULTANT shall conduct Archeological field surveys as required, in accordance with Part 2, Chapter 12 of the PD&E Manual.

Related to Archeological Surveys

  • Surveys Each Borrower shall submit the Ship owned by it regularly to all periodical or other surveys which may be required for classification purposes and, if so required by the Security Trustee provide the Security Trustee, with copies of all survey reports.

  • Geological and archaeological finds It is expressly agreed that mining, geological or archaeological rights do not form part of this Agreement with the Contractor for the Works, and the Contractor hereby acknowledges that it shall not have any mining rights or interest in the underlying minerals, fossils, antiquities, structures or other remnants or things either of particular geological or archaeological interest and that such rights, interest and property on or under the Site shall vest in and belong to the Authority or the concerned Government Instrumentality. The Contractor shall take all reasonable precautions to prevent its workmen or any other person from removing or damaging such interest or property and shall inform the Authority forthwith of the discovery thereof and comply with such instructions as the concerned Government Instrumentality may reasonably give for the removal of such property. For the avoidance of doubt, it is agreed that any reasonable expenses incurred by the Contractor hereunder shall be reimbursed by the Authority. It is also agreed that the Authority shall procure that the instructions hereunder are issued by the concerned Government Instrumentality within a reasonable period.

  • Topographic Survey The Professional shall obtain a topographic and utility survey as described below. 4.1.1. The Professional shall tie in all existing surface topographic features and structures within the survey limits shown in Figure 1. This survey shall include: tops of curbs, edges of pavement, pavement materials, driveways, sidewalks, retaining walls, drainage structures (top, edges and flow line), channels and drainage ways (tops, toes and flow line), manholes (rim, flow lines and diameters of pipes, type of material and photographs of the inside of manholes and drainage structures), including the same survey data for upstream and downstream manholes and structures that are outside of the survey limits for all gravity wastewater and drainage lines within the survey limits. Visible valves, meters, clean-outs, slabs, utility signs, utility poles and structures, fences, landscaping features, shrubbery, trees (including the approximate drip-line), tree canopies, buildings (edges within the survey limits) mailboxes, etc. Trees shall be tagged and tabulated by size and species specific in compliance with the City of New Braunfels Tree Preservation ordinance as defined in the City of New Braunfels Zoning Ordinance Chapter 5.3- 5i. The survey limits shall extend approximately 100 feet on intersecting streets. The Professional shall provide sufficient ground shots to create one (1) foot contours for the Project. 4.1.2. The Professional shall conduct a utility survey and locate existing utilities within the Project boundary in Figure 1. The Professional shall contact all utility service providers by calling Texas 811 and the NBU Project Manager to coordinate flagging of existing franchise utilities. The Professional shall request drawings of existing agency and municipal owned utilities and shall include locations of these utilities in the survey. The Professional shall tie in the locations of the discovered utilities on the survey. The Professional shall bear all costs for the Services associated with utility locates. 4.1.3. The Professional shall locate up to ten (10) geotechnical borings and tie them in to the Project survey. 4.1.4. The Professional shall set and install control points and/or benchmarks as required for the survey work (minimum 1-foot intervals). The Professional shall provide horizontal and vertical coordinates of the benchmarks in the required coordinate system and datum and show the benchmarks on the survey drawing. 4.1.5. The Professional shall research and review adjoining plats and deeds along the survey corridor. The Professional shall locate property corners and identify existing right of way (“ROW”), along the survey corridor, based on found monuments and record documents.

  • Survey Buyer may obtain a survey of the Property before the Closing to assure that there are no defects, encroachments, overlaps, boundary line or acreage disputes, or other such matters, that would be disclosed by a survey ("Survey Problems"). The cost of the survey shall be paid by the Buyer. Not later than business days prior to the Closing, Buyer shall notify Seller of any Survey Problems which shall be deemed to be a defect in the title to the Property. Seller shall be required to remedy such defects within If Seller does not or cannot remedy any such defect(s), Buyer shall have the option of canceling this Agreement, in which case the Xxxxxxx Money shall be returned to Buyer.

  • EU SURVEY 5.1. The participant shall complete and submit the online EU Survey after the mobility abroad within 30 calendar days upon receipt of the invitation to complete it.

  • Subsurface Conditions Unless the Contract Documents stipulate specific quantities and units of rock or unsuitable soils, the Contractor shall assume material below the surface of the Earth to be earth and other material that can be removed by power shovel or similar equipment. Should conditions encountered below the surface of the ground be at variance to the number of unit requirements as indicated by drawings or specifications, and absent an agreed-upon unit price established prior to the bid by Addendum, or after contract execution by Change Order, the Contract Sum and/or time shall be adjusted as provided in the Contract Documents for changes in the work.

  • Studies The clinical, pre-clinical and other studies and tests conducted by or on behalf of or sponsored by the Company or its subsidiaries that are described or referred to in the Registration Statement, the Pricing Disclosure Package and the Prospectus were and, if still pending, are being conducted in accordance in all material respects with all statutes, laws, rules and regulations, as applicable (including, without limitation, those administered by the FDA or by any foreign, federal, state or local governmental or regulatory authority performing functions similar to those performed by the FDA). The descriptions of the results of such studies and tests that are described or referred to in the Registration Statement, the Pricing Disclosure Package and the Prospectus are accurate and complete in all material respects and fairly present the published data derived from such studies and tests, and each of the Company and its subsidiaries has no knowledge of other studies or tests the results of which are materially inconsistent with or otherwise call into question the results described or referred to in the Registration Statement, the Pricing Disclosure Package and the Prospectus. Except as described in the Registration Statement, the Pricing Disclosure Package and the Prospectus, neither the Company nor its subsidiaries has received any notices or other correspondence from the FDA or any other foreign, federal, state or local governmental or regulatory authority performing functions similar to those performed by the FDA with respect to any ongoing clinical or pre-clinical studies or tests requiring the termination or suspension of such studies or tests. For the avoidance of doubt, the Company makes no representation or warranty that the results of any studies, tests or preclinical or clinical trials conducted by or on behalf of the Company will be sufficient to obtain governmental approval from the FDA or any foreign, state or local governmental body exercising comparable authority.

  • Geotechnical Engineer « »« » « » « » « » « »

  • 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.

  • Geotechnical Investigation Perform in accordance with the City Design Manual and other City requirements as designated in writing by the Director.

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