Hydrographic Survey Sample Clauses

The Hydrographic Survey clause defines the requirements and procedures for conducting surveys of bodies of water to determine depth, topography, and underwater features relevant to a project. Typically, this clause outlines the standards to be followed, the qualifications of surveyors, and the deliverables such as maps or data sets. It ensures that accurate and reliable hydrographic information is obtained, which is essential for safe navigation, construction planning, or environmental assessment, thereby minimizing risks associated with unknown underwater conditions.
Hydrographic Survey. The Parties shall complete a detailed hydrographic 7 survey of all historic and existing water uses on the Reservation within four years of the 8 Enforceability Date. The costs of preparing a hydrographic survey in the amount of 9 $1,000,000 shall be part of the federal obligation in this Agreement. The Navajo Nation 10 shall be responsible to lead the survey effort and perform or contract for such survey. The 11 approach, and method to be used, shall be reviewed with and approved by the State and 12 the United States. The survey shall document all available water measurements and the 13 Parties shall develop Depletion estimates where actual measurements are not available.
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Hydrographic Survey. (a) Carrying out of a hydrographic survey within the designated traffic separation scheme in the Strait of Malacca within the Project Area. (b) Provision of training to the hydrographic surveyors of the hydro-oceanographic services of the Republic of Indonesia, Malaysia and the Republic of Singapore.
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Hydrographic Survey. This task includes performing a condition survey as part of the Project Study Report submittal in order to account for any shoaling that may have occurred since the 2005 survey and to update the quantities that ▇▇▇▇▇▇▇ & ▇▇▇▇▇▇ Associates (GBA) calculated in 2005 GBA will utilize the same control, confirm that the elevations are still valid, and apply a weighted average adjustments to the tidal water surface elevations based on a previous tidal study. GBA will monitor tidal elevations at the upstream and downstream locations simultaneously to within a maximum 0.1’ change in tide or every 4 minutes (whichever is more stringent) either manually or with use of an automatic tide gauge. The horizontal positioning system will be NAVSTAR GPS with U.S. Coast Guard Differential Beacon. Plane, grid, bearings and coordinates will be based on the State of California Coordinates System (▇▇▇▇▇▇▇ Conformal Projection), Zone III, NAD 83 as described in Special Publication No. 253, published by the National Ocean Survey. For the condition survey sounding lines will be run perpendicular to the channel centerline will be obtained at not greater than 200’ increments and at all channel angle points with soundings not greater than 5 feet apart along the survey line (most soundings will be obtained at an interval of 1.5’ to 2’). Approximately 85 cross-sectional survey lines are planned for the condition survey. All cross-sectional survey lines will be run a minimum distance of 50 feet beyond the toe of the channel where accessible. Additionally, survey lines will be run parallel to and along the dredging prism toes and centerline. • Condition Survey (as a section in the PSR)
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Hydrographic Survey. Consultant shall conduct a hydrographic survey of ▇▇▇▇▇▇ Creek in the project vicinity. The survey will include the researching of available survey monuments, establishment of local survey control, and collection of topographic and bathymetric survey data for use in updating the effective FEMA hydraulic model. The survey would begin at cross section “A” on the effective FIRM (approximately 2,000 feet upstream of Old Portland Road) to a suitable location downstream of the proposed project. WEST will coordinate with the City of St. Helens regarding access to private properties, as necessary, located upstream of the project site.
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Hydrographic Survey. A. Final products of a survey shall be field notes, raw data files, edited ("cleaned") data files, electronic drawing files in AutoCAD™ format (version 2002 or earlier), and 11" x 17" or other sizes paper drawings plotted from CAD files. Such drawings shall show depths and 1 foot contours in relationship to the base map furnished by the Port, at a scale of 1 inch = 100 feet (100 scale), unless otherwise directed by the Port Engineer. Numbers representing depths shall be written at a scale to display no less than 0.9" high in a 100 scale plot, and shall spaced as closely as possible without overwriting. B. Survey lines shall be run perpendicular to the face of the pier, the berth of which is to be dredged, or to the channel (where applicable) at twenty-five foot (25') maximum intervals, including one line 25 feet landward of the dredge limit, where possible. Such survey lines shall terminate not more than ten feet (10') away from the pier face, nor extend less than fifty feet (50') outside the dredge limit, except where prevented by adjacent piers, in which case, they shall terminate not more than ten feet (10') from such adjacent pier. Surveyed lines shall not vary from planned survey line by more than twelve feet (12') either side of planned line. Additionally, one survey line shall be run parallel to the face of the pier, the berth of which is to be dredged, as close to said pier as safely feasible, but not more than six feet (6') away from the face, and extending the full length of the portion of the pier adjacent to the dredge limit. C. Field notes shall indicate the location of each sounding line, the date and the time (hour and minutes) each sounding line was taken, and explanation for any line terminated early. Notes shall also include tidal data, i.e., height of tide (Port of San Francisco Datum), bar checks, time of the tide readings and date and location of the tide gauge. Field notes may be made on electronic media.
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Related to Hydrographic Survey

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

  • SERVICE MONITORING, ANALYSES AND ORACLE SOFTWARE 11.1 We continuously monitor the Services to facilitate Oracle’s operation of the Services; to help resolve Your service requests; to detect and address threats to the functionality, security, integrity, and availability of the Services as well as any content, data, or applications in the Services; and to detect and address illegal acts or violations of the Acceptable Use Policy. Oracle monitoring tools do not collect or store any of Your Content residing in the Services, except as needed for such purposes. Oracle does not monitor, and does not address issues with, non-Oracle software provided by You or any of Your Users that is stored in, or run on or through, the Services. Information collected by Oracle monitoring tools (excluding Your Content) may also be used to assist in managing Oracle’s product and service portfolio, to help Oracle address deficiencies in its product and service offerings, and for license management purposes. 11.2 We may (i) compile statistical and other information related to the performance, operation and use of the Services, and (ii) use data from the Services in aggregated form for security and operations management, to create statistical analyses, and for research and development purposes (clauses i and ii are collectively referred to as “Service Analyses”). We may make Service Analyses publicly available; however, Service Analyses will not incorporate Your Content, Personal Data or Confidential Information in a form that could serve to identify You or any individual. We retain all intellectual property rights in Service Analyses. 11.3 We may provide You with the ability to obtain certain Oracle Software (as defined below) for use with the Services. If we provide Oracle Software to You and do not specify separate terms for such software, then such Oracle Software is provided as part of the Services and You have the non-exclusive, worldwide, limited right to use such Oracle Software, subject to the terms of this Agreement and Your order (except for separately licensed elements of the Oracle Software, which separately licensed elements are governed by the applicable separate terms), solely to facilitate Your use of the Services. You may allow Your Users to use the Oracle Software for this purpose, and You are responsible for their compliance with the license terms. Your right to use any Oracle Software will terminate upon the earlier of our notice (by web posting or otherwise) or the end of the Services associated with the Oracle Software. Notwithstanding the foregoing, if Oracle Software is licensed to You under separate terms, then Your use of such software is governed by the separate terms. Your right to use any part of the Oracle Software that is licensed under the separate terms is not restricted in any way by this Agreement.

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

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