Hydrology and Hydraulics Sample Clauses

Hydrology and Hydraulics. Complete a hydrologic and hydraulic analysis of the existing and proposed system. Describe the methodologies used and in the analysis and explain the basis of the selected approach.
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Hydrology and Hydraulics. FEMA Regulated Crossings All FEMA regulated streams will be modeled for the preferred alternative only. Existing basin conditions are the normal design criteria used by TxDOT. The use of ultimate basin conditions on this project shall be considered on a case by case basis, and after an assessment performed by TxDOT and the Mobility Authority. Therefore, coordination with the Mobility Authority and the DHE shall be required if the ENGINEER deems necessary to use ultimate basin conditions.
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Hydrology and Hydraulics. This task is for the determination of the project’s adequacy in conveying the design storms in accordance with Chapter 11 of the Local Assistance Procedures Manual and Memo to Designers 1-23. For the Xxxxxxxx Creek Bridge Replacement on Xxxxxxx Xxxx Project (Project), WRECO will be responsible for the Preliminary Hydraulic Report and the Final Hydraulic Report. WRECO will attend the kickoff meeting and participate in four (4) conference calls with Mendocino County (County) and the Project Team staff. On a monthly basis, WRECO will provide the Project Team with invoices and progress reports for the Project. WRECO will conduct a field investigation to better understand the related hydraulic design issues. Task 6.0 Floodplains - WRECO will perform floodplain analyses with Appendix A (Caltrans Location Hydraulics Study Form) and Appendix B (Summary Floodplain Encroachment Form). The County will provide a version of this form that is compatible with the data document discussed under Task 1 and is approved by Caltrans District 1. Floodplain studies required in LAPM Exhibit 6-A, Section B (Required Technical Studies and Analyses) are to be coordinated with Task 6 in an effort to minimize duplication of studies. Analyses are to be completed in accordance with the Caltrans SER, Volume 1, Chapter 17. These include descriptions of project alternatives to specifically address 23 CFR 650A, Section 650.111 (b)(c)(d), as well as requirements found in Chapter 804 of the Highway Design Manual. Where preliminary studies lead to a Floodplain Evaluation Report, the County will issue a contract amendment.
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Hydrology and Hydraulics. Non-FEMA Regulated Crossings
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Hydrology and Hydraulics. Non-FEMA Regulated Crossings It is anticipated there will be up to 15 Non-FEMA crossings within the project limits. The ENGINEER will obtain and fully utilize all available data including past drainage plans and reports. This data will serve as the baseline for the cross-drainage modeling effort and will be utilized as much as possible.
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Hydrology and Hydraulics. Existing hydrologic modeling efforts developed by JEO will be reviewed and utilized to assess performance characteristics of existing conditions and proposed detention cells for up to the 50-year design storm event. New hydraulic models will be developed utilizing HEC-RAS (1D, steady-state) to evaluate proposed channels and culvert crossings.
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Hydrology and Hydraulics. The GEC shall coordinate with Travis County to develop a drainage design criteria summary for the project. • Drainage Impact Study- The GEC shall prepare a Drainage Impact Study for the Project which includes: o Data Collection o Existing Conditions Hydrologic and Hydraulic Modeling o Proposed Conditions Hydrologic and Hydraulic Modeling o Mitigation Alternatives o Impact Study • Roadway Drainage o Develop External Drainage Area Maps o Prepare Detention Pond Layouts o Prepare Detention Pond Details • Bridge and Culvert Plan Sheets
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Hydrology and Hydraulics. The proposed hydrology and hydraulic studies shall be performed in accordance with the Cities of Rancho Cucamonga, Ontario, Montclair, and Pomona, San Xxxxxxxxxx Xxxxx control Design Criteria, US Army Corps of Engineers, and FEMA.
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Related to Hydrology and Hydraulics

  • Geotechnical 19 The A/E as required shall review past pavement, soil 20 and geology investigations, discuss past findings as 21 impacting the subject roadway project, and independently 22 perform design-needed geotechnical services including 23 development and implementation of a field investigation plan 24 involving any field data collection as deemed necessary, 25 development of a laboratory testing program to conduct soils 26 surface and subsurface characterization tests as applicable 1 to the needs of the project, development of seismic analysis 2 and design criteria in accordance with code requirements, 3 development of pavement condition studies to provide 4 recommendations concerning life cycle costs and 5 rehabilitation/reconstruction methods, and recommendations 6 for the design of foundations, embankment and excavation 7 procedures, settlement analysis, lateral, active, and passive 8 earth pressures, de-watering, landslide mapping, slope 9 stabilization, soil corrosion, erosion, sedimentation control 10 and other applicable design criteria as deemed necessary.

  • Geological and Archeological Specimens If, during the execution of the Work, the Contractor, any Subcontractor, or any servant, employee, or agent of either should uncover any valuable material or materials, such as, but not limited to, treasure trove, geological specimens, archival material, archeological specimens, or ore, the Contractor acknowledges that title to the foregoing is vested in the Owner. The Contractor shall notify the Owner upon the discovery of any of the foregoing, shall take reasonable steps to safeguard it, and seek further instruction from the Design Professional. Any additional cost incurred by the Contractor shall be addressed under the provision for changed conditions. The Contractor agrees that the Geological and Water Resources Division and the Historic Preservation Division of the Georgia Department of Natural Resources may inspect the Work at reasonable times.

  • Infrastructure Vulnerability Scanning Supplier will scan its internal environments (e.g., servers, network devices, etc.) related to Deliverables monthly and external environments related to Deliverables weekly. Supplier will have a defined process to address any findings but will ensure that any high-risk vulnerabilities are addressed within 30 days.

  • PIONEERING Pioneering may not extend past construction that will be completed during the current construction season. Pioneering may not extend more than 500 feet beyond completed construction unless approved in writing by the Contract Administrator. In addition, the following actions must be taken as pioneering progresses:  Drainage must be provided on all uncompleted construction.  Road pioneering operations may not undercut the final cut slope or restrict drainage.  Culverts at live stream crossings must be installed during pioneering operations prior to embankment.

  • Metode Penelitian Penelitian ini bersifat deskriptif. Jenis penelitian yang digunakan adalah hukum normatif. Sumber data yang dipergunakan pada penelitian ini adalah data sekunder yang terdiri dari :

  • Dewatering 4.7.1 Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, all non- trades employees shall assist in ‘dewatering’ their own work site or area if it is so affected. Such work to be paid at single time rates. Productive work will continue in areas not so affected.

  • Vlastnictví Zdravotnické zařízení si ponechá a bude uchovávat Zdravotní záznamy. Zdravotnické zařízení a Zkoušející převedou na Zadavatele veškerá svá práva, nároky a tituly, včetně práv duševního vlastnictví k Důvěrným informacím (ve smyslu níže uvedeném) a k jakýmkoli jiným Studijním datům a údajům.

  • Intake Intake begins when you, or someone on your behalf, contacts the LIFE Provider or the Independent Enrollment Broker expressing interest in services. If it appears from this first conversation that you are potentially eligible, a LIFE Provider and Independent Enrollment Broker representative will contact you to explain the program, obtain further information about you, and to schedule in person or tele-visits. During these visits: • You will learn how the LIFE Program works, the services LIFE offers, and the answers to any questions you may have about LIFE. • The LIFE Provider and/or Independent Enrollment Broker will explain that if you enroll, you must agree that all of your healthcare services will be provided and/or coordinated by LIFE, including primary care and specialist physician services (other than emergency services). • The LIFE Provider will have you sign a release allowing the LIFE Provider to obtain your past medical records so the LIFE health team can fully assess your health conditions. You will be encouraged to visit the LIFE Center to see what it is like. If you are interested in enrolling, a LIFE Provider representative and the Independent Enrollment Broker will assist you with the enrollment process. You should be prepared to participate in phone calls and/or visits with both the LIFE Provider and Independent Enrollment Broker in order to complete your enrollment process.

  • Fueling delivering or dispensing fuel, defueling and refueling, or any other transfer of fuel on Airport property.

  • Fire Fighting Costs of operating and maintaining the fire-fighting equipments and personnel, if any.

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