Common use of Hydrologic Studies Clause in Contracts

Hydrologic Studies. The Engineer shall provide the following services: 1. Incorporate in the hydrologic study a thorough evaluation of the methodology available, comparison of the results of two or more methods, and calibration of results against measured data, if available. 2. Calculate discharges using appropriate hydrologic methods and as approved by the State. 3. Consider the pre-construction and post-construction conditions in the hydrologic study, as required in the individual Work Authorization. 4. Obtain the drainage area boundaries and hydrologic parameters such as impervious covered areas, and overland flow paths and slopes from appropriate sources including, but are not limited to, topographic maps, GIS modeling, construction plans, and existing hydrologic studies. The Engineer shall not use existing hydrologic studies without assessing of their validity. If necessary, obtain additional information such as local rainfall from official sites such as airports. DocuSign Envelope ID: 981599F8-5D6E-41E6-ADFA-1DA0DC55F35E 5. Include, at a minimum, the “design” frequency to be specified in the Work Authorization and the 1% Annual Exceedance Probability (AEP) storm frequency. The report must include the full range of frequencies (50%, 20% 10%, 4%, 2%, 1%, and 0.2% AEP). 6. Compare calculated discharges to the effective FEMA flows. If calculated discharges are to be used in the model instead of the effective FEMA flows, full justification must be documented.

Hydrologic Studies. The Engineer shall provide the following services: 1. Incorporate in the hydrologic study a thorough evaluation of the methodology available, comparison of the results of two or more methods, and calibration of results against measured data, if available. 2. Calculate discharges using appropriate hydrologic methods and as approved by the State. 3. Consider the pre-construction and post-construction conditions in the hydrologic study, as required in the individual Work Authorization. 4. Obtain the drainage area boundaries and hydrologic parameters such as impervious covered areas, and overland flow paths and slopes from appropriate sources including, but are not limited to, topographic maps, GIS modeling, construction plans, and existing hydrologic studies. The Engineer shall not use existing hydrologic studies without assessing of their validity. If necessary, obtain additional information such as local rainfall from official sites such as airports. DocuSign Envelope ID: 981599F8CB7B82B2-5D6E-41E6FA3B-4DDD-957A-ADFA-1DA0DC55F35EC5AE0E5F436A 5. Include, at a minimum, the “design” frequency to be specified in the Work Authorization and the 1% Annual Exceedance Probability (AEP) storm frequency. The report must include the full range of frequencies (50%, 20% 10%, 4%, 2%, 1%, and 0.2% AEP). 6. Compare calculated discharges to the effective FEMA flows. If calculated discharges are to be used in the model instead of the effective FEMA flows, full justification must be documented.

Hydrologic Studies. The Engineer shall provide the following services: 1. Incorporate in the hydrologic study a thorough evaluation of the methodology available, comparison of the results of two or more methods, and calibration of results against measured data, if available. 2. Calculate discharges using appropriate hydrologic methods and as approved by the State. 3. Consider the pre-construction and post-construction conditions in the hydrologic study, as required in the individual Work Authorization. 4. Obtain the drainage area boundaries and hydrologic parameters such as impervious covered areas, and overland flow paths and slopes from appropriate sources including, but are not limited to, topographic maps, GIS modeling, construction plans, and existing hydrologic studies. The Engineer shall not use existing hydrologic studies without assessing of their validity. If necessary, obtain additional information such as local rainfall from official sites such as airports. . DocuSign Envelope ID: 981599F8719137B1-5D6E-41E67E3D-42BC-8A29-ADFA-1DA0DC55F35E9D6AE732CB6A 5. Include, at a minimum, the “design” frequency to be specified in the Work Authorization and the 1% Annual Exceedance Probability (AEP) storm frequency. The report analysis must include the full range of frequencies (50%, 20% 10%, 4%, 2%, 1%, and 0.2% AEP). 6. Compare calculated discharges to the effective FEMA flows. If calculated discharges are to be used in the model instead of the effective FEMA flows, full justification must be documented.

Hydrologic Studies. The Engineer shall provide the following services: 1. Incorporate in the hydrologic study a thorough evaluation of the methodology available, comparison of the results of two or more methods, and calibration of results against measured data, if available. 2. Calculate discharges using appropriate hydrologic methods and as approved by the State. 3. Consider the pre-construction and post-construction conditions in the hydrologic study, as required in the individual Work Authorization. 4. Obtain the drainage area boundaries and hydrologic parameters such as impervious covered areas, and overland flow paths and slopes from appropriate sources including, but are not DocuSign Envelope ID: 8B0EE02C-E455-423C-9476-3FA4EBD98809 limited to, topographic maps, GIS modeling, construction plans, and existing hydrologic studies. The Engineer shall not use existing hydrologic studies without assessing of their validity. If necessary, obtain additional information such as local rainfall from official sites such as airports. DocuSign Envelope ID: 981599F8-5D6E-41E6-ADFA-1DA0DC55F35E. 5. Include, at a minimum, the “design” frequency to be specified in the Work Authorization and the 1% Annual Exceedance Probability (AEP) storm frequency. The report must include the full range of frequencies (50%, 20% 10%, 4%, 2%, 1%, and 0.2% AEP). 6. Compare calculated discharges to the effective FEMA flows. If calculated discharges are to be used in the model instead of the effective FEMA flows, full justification must be documented.

Hydrologic Studies. The Engineer shall provide the following services: 1. Incorporate in the hydrologic study a thorough evaluation of the methodology available, comparison of the results of two or more methods, and calibration of results against measured data, if available. 2. Calculate discharges using appropriate hydrologic methods and as approved by the State.. DocuSign Envelope ID: ED57FAE2-481A-4535-A126-CE7F0E526760 3. Consider the pre-construction and post-construction conditions in the hydrologic study, as required in the individual Work Authorization. 4. Obtain the drainage area boundaries and hydrologic parameters such as impervious covered areas, and overland flow paths and slopes from appropriate sources including, but are not limited to, topographic maps, GIS modeling, construction plans, and existing hydrologic studies. The Engineer shall not use existing hydrologic studies without assessing of their validity. If necessary, obtain additional information such as local rainfall from official sites such as airports. DocuSign Envelope ID: 981599F8-5D6E-41E6-ADFA-1DA0DC55F35E. 5. Include, at a minimum, the “design” frequency to be specified in the Work Authorization and the 1% Annual Exceedance Probability (AEP) storm frequency. The report must include the full range of frequencies (50%, 20% 10%, 4%, 2%, 1%, and 0.2% AEP). 6. Compare calculated discharges to the effective FEMA flows. If calculated discharges are to be used in the model instead of the effective FEMA flows, full justification must be documented.