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1.4 Field lnvestigation <br />The consultant shall conduct a field investigation to determine avulsion and channel migration <br />characteristics of the project reach that may not be well captured by remote sensing (i.e. L|DAR) <br />data. This will include observing: <br />o Channel geometry (width, depth, slope) and planform. <br />. Channel bed, bank, and floodplain substrate, including shallow (< 4 ft) hand soil probing <br />as needed to determine the erodibility of floodplain substrate, following methods for <br />channel migration and fluvial hazard assessment (Blazewicz et a|.,2020; Olson et al., <br />2014). <br />. Deposited wood characteristics, such as porosity, blockage of channels, potential <br />stability, and evidence of wood effects on channel evolution that could affect avulsion or <br />channel migration potential, following published guidance on such characterization <br />(Brummer et al., 2006; Livers et al., 2020; Scott et al.,2019; Wohl et al., 2010). <br />The consultant shall utilize an unpersonned aerial vehicle (UAV), as needed, to collect low- <br />altitude, high-resolution imagery of portions of the floodplain to supplement ground-based <br />assessment. <br />Assumptions: <br />. County will obtain right of entry to private parcels as needed <br />1.5 Channel Survey <br />Consultant will perform an in-water bathymetric survey within the upper 6 miles of the project <br />reach to provide bathymetric data to support hydraulic model development. Cross sections will <br />be collected at spacings of approximately 500 feet to provide a sufficient density to create a <br />ground surface model and 1-foot interval contours. Survey will include key specific cross <br />sections at controlling points along the river such as bridge structures. Consultant will combine <br />the topographic surface derived from the LiDAR data and the bathymetric surface into one <br />seamless digital terrain model (DTM) of the study reach, which will be used in Task 2.2. ln <br />channel data for the lower 5 miles of the study reach will be based on channel data from the <br />effective FEMA Flood lnsurance Study hydraulic model. <br />Assumptions: <br />o Surv€y will be completed between July and September, at a time when flows are low <br />enough to support river wading. <br />. The channel will be accessible by boat/wading. lf bathymetric data are required in areas <br />not accessible by boat a change of scope and budget may be needed.o County will obtain right of entry to private parcels as needed <br />Deliverables <br />o Full topographic surface created by merging the bathymetric surface with the LiDAR <br />data. <br />. Surface will be provided in GIS format <br />3 1+ w,#lFn"?I'sR