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• <br /> 3. Coordinate with Florida One Call for utility locates. <br /> F. Environmental Permitting(Sub Consultant) <br /> 1. Sub consultant(EAS)to obtain DERM,USACE&USCG Permits. <br /> 2. Work includes providing permit sketches,responses to RAI and <br /> producing permitting packages. <br /> G. Hydraulic Analysis (Sub Consultant) <br /> 1. Current Measurements: Sub consultant will measure current velocities <br /> and tidal variations at the Project site over a full tidal cycle to capture <br /> both ebb and flood flow conditions.The current measurements will be <br /> performed in concert with the deployment of an electronic tide gauge. <br /> The location of gauge will be referenced to the Project datum. The <br /> water surface elevations will be used for input into the numerical <br /> model utilized in Part G.2,while the current measurements will be <br /> utilized for calibration of the numerical model. <br /> 2. Hydrodynamic Modeling—Calibration: Sub consultant will develop a <br /> detailed model domain utilizing the existing bathymetric survey data <br /> _ for the site. Cummins Cederberg will perform numerical model <br /> simulations of the tidal hydrodynamics in the vicinity for the existing <br /> conditions in order to analyze the flow characteristics.The state-of- <br /> the-art MIKE21 HD FM numerical model will be utilized.The model <br /> is based on an unstructured flexible mesh,which accommodates <br /> detailed modeling of channels in varying sizes and configurations. The <br /> model will be calibrated with the tide and current measurements <br /> obtained in the Part G.1. <br /> 3. Hydrodynamic Modeling—Normal and Extreme Conditions: Based on <br /> the calibrated hydrodynamic model developed under Part G.2, Sub <br /> consultant will simulate the flow patterns and current velocities under <br /> the proposed conditions. Both normal and extreme conditions (100- <br /> year event)will be simulated. A sensitivity study will be conducted to <br /> evaluate potential statistical differences. <br /> 4. Hydrodynamic loading: Based on the hydrodynamic modeling results, <br /> Sub consultant will determine the hydraulic loading for the events <br /> analyzed under Part G.3. This will include hydrodynamic load pressure <br /> distributions along with elevation of resultant force.The analysis will <br /> account for variations in flow pattern around the piles for the specific <br />