Study Watersheds Sample Clauses

Study Watersheds. Basin / HUC-10 Watershed Number HUC-10 Watershed Name Salado Creek Basin 1207020305 Stillhouse Hollow Lake-Lampasas River 1207020304 Salado Creek 1207020401 Upper Little River San Xxxxxxx Basin 1207020501 North Fork San Gabriel River 1207020502 South Fork San Gabriel River 1207020503 Xxxxx Creek 1207020505 Xxxxxxx Lake-San Gabriel River Brushy Creek Basin 1207020504 Turkey Creek-Brushy Creek 1207010201 Middle Yegua Creek
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Study Watersheds. TWDB Contract No. GN1001290 Exhibit A Pages 4 of 7 – 7 of 7 Intentionally Omitted EXHIBIT B SCOPE OF WORK Xxxxxxxxxx County Atlas 14 Floodplain Mapping Project Detailed Scope of Work
Study Watersheds. Basin / HUC- 10 Watershed Number HUC-10 Watershed Name Salado Creek Basin 1207020305 Stillhouse Hollow Lake-Lampasas River 1207020304 Salado Creek 1207020401 Upper Little River San Xxxxxxx Basin 1207020501 North Fork San Gabriel River 1207020502 South Fork San Gabriel River 1207020503 Xxxxx Creek 1207020505 Xxxxxxx Lake-San Gabriel River Brushy Creek Basin 1207020504 Turkey Creek-Brushy Creek 1207010201 Middle Yegua Creek Map of Watersheds Beyond the limits of Williamson County, the Brazos River Authority Flood Protection Study hydrologic models will be leveraged, to conduct an updated Atlas 14 hydrologic analysis of each HUC-10-watershed listed in Table 1 to a hydrologic confluence near the Milam County boundary. Milam County will conduct hydrologic analysis within their jurisdiction. The Texas Water Development Board Lampasas Base Level Engineering study will be leveraged to complete the assessment of Williamson County in the Stillhouse Hollow Lake-Lampasas River (#1207020305) HUC-10 watershed. These watersheds are displayed below in Figure 1. Figure 1. Study Watersheds Exhibit A Pages 4 of 7 – 7 of 7 Intentionally Omitted EXHIBIT B SCOPE OF WORK Williamson County Atlas 14 Floodplain Mapping Project‌ Williamson County (County) is the overall project owner and manager of the project. The County will utilize HNTB as an extension of their staff to manage and administer the grant. The County and HNTB will designate Halff Associates, Inc. as the Technical Program Manager (TPM). To ensure a consistent product, the TPM will providetechnical guidance and establish technical standards for terrain, field survey and hydrologic & hydraulic modelingmethodologies. The organizational chart below provides an overview of the proposed Williamson County Atlas 14 Floodplain Management project implantation.
Study Watersheds. Exhibit A Pages 4 of 7 – 7 of 7 Intentionally Omitted EXHIBIT B SCOPE OF WORK Xxxxxxxxxx County Atlas 14 Floodplain Mapping Project Detailed Scope of Work

Related to Study Watersheds

  • Erosion and Sediment Control The Contractor shall install and maintain erosion and sediment control devices to prevent adjacent streets, storm drains and property from accumulations of soil, sediment, or dust which result from his work. Devices installed to control sediment and prevent erosion shall comply with the requirements of the Georgia Tech Project Superintendent. The Contractor is responsible for monitoring downstream conditions throughout the construction period and clearing any debris, sediment, and dust caused by the progress of the Work. The Contractor shall inspect, maintain, and clear erosion and sediment control devices at least weekly unless otherwise directed by the Georgia Institute of Technology Construction Manager. At the conclusion of the Work, the Contractor shall remove all installed devices and restoring the site to the satisfaction of the Georgia Tech Construction Manager.

  • 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.

  • Slope Portions of an accessible route with running slopes steeper than 1:20 are ramps and shall comply with 4.8. The cross slope of an accessible route shall not be steeper than 1:48  See Figure 1 for required compliance  Near Unit #612: o grind, relevel or repour concrete curb ramp to 8.33% grade or less on slope

  • Stormwater Management The Owner agrees that stormwater management measures shall be applicable to the development of the Lands, in a manner which is in accordance with the provisions of The Drainage Act, R.S.O. 1990, c.D.17 and amendments thereto, and to the satisfaction of the Municipality's Engineer.

  • Potable Water Contractor shall provide potable water and ice for the Stage 2 Site use, and ensure that a safe and plentiful supply of potable water and ice is available for all activities on the Stage 2 Site until Substantial Completion of Subproject 3. The water and ice for human consumption shall be of suitable quality.

  • 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.

  • 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.

  • Summer Session A. All ASEs employed in the Summer Session shall receive the same general range adjustment as ASEs received in the preceding Fall term.

  • Site Lands or areas indicated in the Contract Documents as being furnished by the Owner upon which the Work is to be performed, including rights-of-way and easements for access thereto, and such other lands furnished by the Owner that are designated for the use of the Contractor. Also referred to as Project Site, Job Site and Premises.

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