Sedimentation Surveys Clause Samples

Sedimentation Surveys. (1). Sedimentation surveys will be made by the District Engineer during the term of this Agreement at intervals not to exceed fifteen years unless the District Engineer determines that such surveys are unnecessary. When, in the opinion of the District Engineer, the findings of such survey indicate any Project purpose will be affected by unanticipated sedimentation distribution, there shall be an equitable redistribution of the sediment reserve storage space among the purposes served by the Project including municipal and industrial water supply, recognizing that the Project will continue to be regulated to reduce flooding downstream from the dam. An adjusted pool elevation storage curve will be developed, and storage values corresponding to every half foot of elevation (within the usable storage pool) will be updated. Such findings and the storage space allocated to municipal and industrial water supply, as well as any adjustments to the estimated yield of the storage, shall be defined and described as an exhibit, which will be made a part of this Agreement, and the water control manual will be modified accordingly. (2). The Government assumes no responsibility for deviations from estimated rates of sedimentation, or the distribution thereof. Such deviations may cause unequal distribution of sediment reserve storage greater than estimated, and/or encroachment on the total storage at the Project.
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Sedimentation Surveys. (1) Sedimentation surveys will be made by the District Engineer during the term of this agreement at intervals not to exceed fifteen (15) years unless the District Engineer determines that such surveys are unnecessary. When, in the opinion of the District Engineer, the findings of such survey
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Sedimentation Surveys. (1). Sedimentation surveys will be made by the District Engineer during the term of this agreement at intervals not to exceed fifteen (15) years unless the District Engineer determines that such surveys are unnecessary. When, in the opinion of the District Engineer, the findings of such survey indicate any Project purpose will be affected by unanticipated sedimentation distribution, there shall be an equitable redistribution of the sediment reserve storage space among the purposes served by the Project including municipal and industrial water supply, recognizing that the Project will continue to be regulated to reduce flooding downstream from the dam. Adjusted pool elevations will be rounded to the nearest one-half foot. Such findings and the storage space allocated to municipal and industrial water supply shall be defined and described as an exhibit, which will be made a part of this agreement, and the water control manual will be modified accordingly. (2). The Government assumes no responsibility for deviations from estimated rates of sedimentation, or the distribution thereof. Such deviations may cause unequal distribution of sediment reserve storage greater than estimated, and/or encroachment on the total storage at the Project.
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Related to Sedimentation Surveys

  • 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.

  • Underground Storage Tanks In accordance with the requirements of Section 3(g) of the D.C. Underground Storage Tank Management Act of 1990, as amended by the District of Columbia Underground Storage Tank Management Act of 1990 Amendment Act of 1992 (D.C. Code § 8-113.01, et seq.) (collectively, the “UST Act”) and the applicable D.C. Underground Storage Tank Regulations, 20 DCMR Chapter 56 (the “UST Regulations”), District hereby informs the Developer that it has no knowledge of the existence or removal during its ownership of the Property of any “underground storage tanks” (as defined in the UST Act). Information pertaining to underground storage tanks and underground storage tank removals of which the D.C. Government has received notification is on file with the District Department of the Environment, Underground Storage Tank Branch, ▇▇ ▇ ▇▇▇▇▇▇, ▇.▇., ▇▇▇▇▇ ▇▇▇▇▇, ▇▇▇▇▇▇▇▇▇▇, ▇.▇., ▇▇▇▇▇, telephone (▇▇▇) ▇▇▇-▇▇▇▇. District’s knowledge for purposes of this Section shall mean and be limited to the actual knowledge of ▇▇▇▇▇▇ ▇▇▇▇▇, Property Acquisition and Disposition Division of the Department of Housing and Community Development, telephone no. (▇▇▇) ▇▇▇-▇▇▇▇. The foregoing is set forth pursuant to requirements contained in the UST Act and UST Regulations and does not constitute a representation or warranty by District.

  • 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.

  • Satisfaction Surveys In order to assess the level of performance of the Supplier, the Customer may undertake satisfaction surveys in respect of the Supplier's provision of the Services. The Customer shall be entitled to notify the Supplier of any aspects of their performance of the provision of the Services which the responses to the Satisfaction Surveys reasonably suggest are not in accordance with this Call Off Contract. All other suggestions for improvements to the provision of Services shall be dealt with as part of the continuous improvement programme pursuant to Clause 17 of this Call Off Contract (Continuous Improvement). 12/08/2013 [ ]

  • Access Toll Connecting Trunk Group Architecture 9.2.1 If WCS chooses to subtend a Verizon access Tandem, WCS’s NPA/NXX must be assigned by WCS to subtend the same Verizon access Tandem that a Verizon NPA/NXX serving the same Rate Center Area subtends as identified in the LERG. 9.2.2 WCS shall establish Access Toll Connecting Trunks pursuant to applicable access Tariffs by which it will provide Switched Exchange Access Services to Interexchange Carriers to enable such Interexchange Carriers to originate and terminate traffic to and from WCS’s Customers. 9.2.3 The Access Toll Connecting Trunks shall be two-way trunks. Such trunks shall connect the End Office WCS utilizes to provide Telephone Exchange Service and Switched Exchange Access to its Customers in a given LATA to the access Tandem(s) Verizon utilizes to provide Exchange Access in such LATA. 9.2.4 Access Toll Connecting Trunks shall be used solely for the transmission and routing of Exchange Access to allow WCS’s Customers to connect to or be connected to the interexchange trunks of any Interexchange Carrier which is connected to a Verizon access Tandem.