Geophysical Survey Sample Clauses

Geophysical Survey. The portion of 34SQ76 to be impacted (roughly 8 acres) will be subject geophysical survey to identify areas within that exhibit signatures consistent with archaeological features. The geophysical studies will be conducted by a professional with demonstrated experience in producing quality documentation and reporting for similar archaeological resources. Means and methods for the ensuing excavations and data recovery will be informed by the professional recommendations of the geophysical technician and may include multiple methods. The study will culminate in a professional report that will illustrate anomalies that may be consistent with archaeological features.
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Geophysical Survey. The report shall include: (a) reference to available geology; (b) a description of the methods and equipment used; (c) copies of geophysical readings, tracings and profiles, unless otherwise agreed by NTI, and, the raw and final processed digital source data (including GPS and magnetic base station data) in a XYZ format archive with complete and appropriate headers; (d) pertinent calculations, unless otherwise agreed by NTI; (e) an interpretation of the data collected; (f) conclusions and recommendations; (g) plans showing flight lines or traverse lines, direction of flight or traverse, reference grid (with appropriate UTM and/or latitude/longitude coordinates), contoured geophysical results (or other appropriate mode of presentation, such as electromagnetic anomalies) and a legend giving a full description of all symbols employed including a technical summary of survey parameters; and (h) digital data used to create computer-generated diagrams, maps or analyses, to the extent that including certain data does not conflict with copyright obligations.
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Geophysical Survey. 5.2.1 SIDE SCAN SONAR SURVEY The digital side scan sonar data was analysed. It showed that the seabed within the study area is mud or fine sand. There is also evidence of trawl marks, debris and dumped materials. The location and size of all these features were marked and shown on Chart Figure 2 attached. Below are examples of the actual data collected. The exact location of each of these examples is shown on ChartFigure2 attached. Figure 10: Side scan sonar data showing modern dumped material Figure 11: Side scan sonar data showing deeply incised trawl marks Figure 12: Side scan sonar data showing a large pit on the seabed. Figure 13: Side scan sonar data showing a boulder on the seabed
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Geophysical Survey. The nature, geometry, and thickness of permeable deposits in each fringe area can only be estimated using well and boring data collected as part of Task 1. Often, the location of borings and ▇▇▇▇▇ that we have logs for is not well known. To better understand the spatial distribution of the deposits and variability, additional investigations, including advancement of borings or installation of monitoring ▇▇▇▇▇, would be needed. Because these methods are expensive, time-consuming, and invasive, we propose to conduct a demonstration TDEM geophysical survey performed by Ramboll Environ in one of the fringe areas to determine the applicability of this approach for meeting the objectives of our characterization efforts and to add credibility to a scientific boundary modification request, if pursued. The survey lines would be located so that geologic strata described in logs for nearby ▇▇▇▇▇ can be correlated to the survey results and verified. The purpose of the geophysical survey is to: 1. Confirm the thickness of the alluvial deposits overlying bedrock (define the bottom). If thin, this may support a scientific argument that the areas can be excluded from management. 2. Help define the geometry, thickness, and texture of the deposits. 3. Aid in selecting ▇▇▇▇▇ that would be tested in Tasks 2.5.2 and 2.5.3. This information, along with well testing results (Task 2.5.2), will help us estimate the flux of groundwater entering the main basin from the fringe areas. If successful, the District may choose to expand the geophysical survey to larger areas and to each fringe area. We have assumed that District personnel will coordinate access and approval from property owners.
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Geophysical Survey. Detailed examination of the geophysical survey data enabled accurate assessment of the seabed within the study area. The area is characterised by extensive disturbance as evidence by trawl marks and modern dumped material. This is compatible with its location within one of the busiest sections of Victoria Harbour and adjacent to existing reclamation and engineering works. These activities would have a negative impact on the seabed thereby reducing its archaeological potential. It is therefore concluded that there are no archaeological resources within the study area.
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Geophysical Survey. The survey aim was to locate any possible marine archaeological resources on the seabed. On the instructions of the Geotechnical Engineering Office (GEO) of Civil Engineering & Development Department (CEDD), Works Order No. GE/2005/26, a geophysical survey was conducted by ▇▇▇▇. The full data set was passed to SDA Marine Ltd for analysis and interpretation.
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Geophysical Survey. The Consultant is responsible for performing verification geophysical survey, if the existing information is deemed unreliable or un-usable or in the case where supplementary information is required. The scope is therefore limited to what is considered necessary in this respect. The Consultant provides proposals for the geophysical survey for the Employers acceptance before any investigations are conducted. The scope of the geophysical survey includes, but is not limited to, the following activities: Geophysical survey is conducted within the Scope Area as defined above; Geophysical scanning is adopted to locate sub-surface utilities both metallic and non-metallic; The type of geophysical scanning employed is at the discretion of the appointed Surveyor, taking note of the required output as stated in point b; The scanning area is located on an active construction site; therefore the appointed Surveyor considers: The working environment prior to selection of test methodology and equipment; and Possible signal interferences which may affect the geophysical scanning equipment caused by equipment and services (live or dormant) in and around the proposed scanning areas; and Scanning is conducted to a minimum depth of 5m to 7m.
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Related to Geophysical Survey

  • 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 ▇▇▇▇▇▇▇ Money shall be returned to Buyer.

  • 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.

  • 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.

  • 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.

  • Title Reports With respect to each Closing Date Mortgaged Property, a title report issued by the Title Company with respect thereto, dated not more than 30 days prior to the Closing Date and satisfactory in form and substance to Administrative Agent;