Woolpert, Inc 20170731 Vector Product: Breaklines, were collected to aid in hydro-flattening processes. These Breaklines were used to create. Geographic Extent: The AOI is covering approximately ±907 square miles of Dodge County along with a 100-foot buffer zone outside the county for the lidar data. Dataset Description: N WI Dodge County Lidar 2017 B17 Lidar project called for the Planning, Acquisition, processing and derivative products of lidar data to be collected at a nominal pulse spacing (NPS) of 0.70 meter. Project specifications are based on the U.S. Geological Survey National Geospatial Program Lidar Base Specification, Version 1.2. The data was developed based on a horizontal projection/datum of NAD 1983 2011 WISCRS Dodge and Jefferson Survey Feet and vertical datum of NAVD88 (GEOID12B), Survey Feet. Lidar data was delivered as; flightline-extent raw LAS v1.4 swaths, classified point cloud LAS v1.4 files formatted to 1351 individual 4,500’ x 4,500’ tiles in NAD 1983 2011 WISCRS Dodge and Jefferson Survey Feet. Derivatives were produced as tiled; Bare Earth Surface DEMs, (Erdas IMG and ESRI ArcGrid Format), Intensity Images; all tiled to the same 4,500’ x 4,500’ schema. Ground Conditions: Lidar was collected in April of 2017, while no snow was on the ground and rivers were at or below normal levels. In order to post process the lidar data to meet task order specifications and meet ASPRS vertical accuracy guidelines, Woolpert established a total of 15 ground control points that were used to calibrate the lidar to known ground locations established throughout the project area. Additional independent accuracy checkpoints were collected (58 NVA points and 48 VVA points) and used to assess the vertical accuracy of the data. These checkpoints were not used to calibrate or post process the data. The Dodge County Wisconsin QL2 Lidar 2017 project was collected in April 2017. The lidar data will deliver benefits and provide transformational data necessary to gain a better understanding of current topographic conditions within the 907 square mile county. This high-resolution QL2 lidar dataset addresses several state functional activites including: flood-risk management, infrastructure and construction management, urban and regional planning, natural resources conservation, water supply and quality, cultural resources preservation and management, wildlife habitat management, renewable energy resources, resource mining, agriculture and precision farming, and telecommunications. Breakline File Type = GDB Breakline Elevation Units = U.S. Feet Downhill Treatment Applied = Monotonic Type of Hydro Treatment Required = Hydro-flattened 20170412 20170423 ground condition Complete None planned -89.011948644 -88.398340438 43.634264032 43.193717273 None Breaklines Model Elevation Data Lidar None United States Wisconsin Dodge County No restrictions apply to these data. None. However, users should be aware that temporal changes may have occurred since this dataset was collected and that some parts of these data may no longer represent actual surface conditions. Users should not use these data for critical applications without a full awareness of its limitations. Acknowledgement of the U.S. Geological Survey would be appreciated for products derived from these data. Data covers the entire area specified for this project. All files are inspected to ensure that they conform to the specified file naming conventions, all files load in their correct geographic position, all files conform to the project specifications for file standard and content. LAS data covering the WI Dodge County Task Order was compared to independent survey control points to determine the NVA of the LAS Swath and of the Bare-Earth DEM. In addition, this LAS data was compared to independent VVA points. LAS Swath Non-Vegetated Vertical Accuracy (NVA) Tested 0.080 Meters Non vegetated vertical accuracy at a 95 percent confidence level, derived according to NSSDA, in open terrain using 0.041 Meters (RMSEz) x 1.96000 as defined by the National Standards for Spatial Data Accuracy (NSSDA); assessed and reported using National Digital Elevation Program (NDEP)/ASPRS Guidelines. Bare-Earth DEM Non-Vegetated Vertical Accuracy (NVA) Tested 0.088 Meters Non vegetated vertical accuracy at a 95 percent confidence level, derived according to NSSDA, in open terrain using 0.045 Meters (RMSEz) x 1.96000 as defined by the National Standards for Spatial Data Accuracy (NSSDA); assessed and reported using National Digital Elevation Program (NDEP)/ASPRS Guidelines. 0.084 meters Raw Swath Non-Vegetated Vertical Accuracy (NVA) Tested 0.084 Meters Non vegetated vertical accuracy at a 95 percent confidence level, derived according to NSSDA, in open terrain using (RMSEz) 0.043 x 1.96000 as defined by the National Standards for Spatial Data Accuracy (NSSDA); assessed and reported using National Digital Elevation Program (NDEP)/ASPRS Guidelines and tested against the TIN using all lidar points against 58 NVA points. 0.088 meters Bare-Earth DEM Non-Vegetated Vertical Accuracy (NVA) Tested 0.088 Meters Non-Vegetated vertical accuracy at a 95 percent confidence level, derived according to NSSDA, in open terrain using (RMSEz)0.045 x 1.96000 as defined by the National Standards for Spatial Data Accuracy (NSSDA); assessed and reported using National Digital Elevation Program (NDEP)/ASPRS Guidelines and tested against the DEM against 58 NVA points. 0.248 meters Vegetated Vertical Accuracy (VVA) Tested 0.248 Meters at the 95th percentile reported using National Digital Elevation Program (NDEP)/ASPRS Guidelines and tested against the DEM against 48 VVA points. Breaklines: The collection of hydrologic breaklines occurred during the manual editing process of this project. Collections of hydrologic features were done in 2_D using a combination of LAS format, intensity format, and ground surface TIN (Triangulated Irregular Network). 2-D Inland Streams and Rivers with a nominal width of 30 meters (100’) were collected to best fit the shoreline. Algorithms were applied to monotonically drape the Inland Streams and Rivers to the lowest elevation of surrounding terrain. Draped Inland Streams and Rivers have elevations at about every 1 foot drop in elevation, and have been checked for monotonicity. Inland Streams and Rivers do not break at bridges, but they are closed ended at culvert locations. Inland Ponds and Lakes of 2 acres or greater have been collected and draped to the lowest elevation of surrounding terrain. Permanent islands 1 acre or greater have been collected and draped to the appropriate elevation of associated hydrologic feature that it is contained in. All Ground points (Class 2) inside of the hydro-flattened features have been classified to Water (Class 9). A buffer of 2.3 feet was used around each hydro-flattened feature to classify Ground points (Class 2) to Ignored ground (Class 10). Breaklines collected to alleviate large triangulations between bridge decks have been draped to follow the ground surface TIN. Ground points (Class 2) within 2.3 feet of these breaklines are classified to Ignored ground (Class 10). All breaklines files were then translated to Esri format. 20170412 Vector NAD 1983 2011 WISCRS Dodge and Jefferson Feet (ESRI Full Name: NAD_1983_2011_WISCRS_Dodge_and_Jefferson_Feet) 1.0000346418 -88.775 41.47222222222222 863999.999 0.025 coordinate pair 0.01 0.01 Foot_US D_NAD_1983_2011 GRS_1980 6378137.0 298.257222101 North American Vertical Datum of 1988 0.01 Foot_US Explicit elevation coordinate included with horizontal coordinates USGS/NGTOC mailing and physical address

1400 Independence Rd.

Rolla MO 65401 USA (573) 308-3587 Unknown Unknown The information contained in these data is dynamic and may change over time. The data are not better than the original sources from which they were derived. It is the responsibility of the data user to use the data appropriately and within the limitations of the data for which it was requested and prepared, in general, and these data in particular. The related graphics are intended to aid the data user in acquiring relevant data. It is not appropriate to use the related graphics as data. Woolpert gives no warranty, expressed or implied, as to the accuracy, reliability, or completeness of these data. It is strongly recommended that these data are directly acquired from a Woolpert server, and not indirectly through other sources which may have changed the data in some way. Although these data have been processed successfully upon Woolpert’s computer system, no warranty, expressed or implied, is made regarding the utility of the data on another system, or for general or scientific purposes; nor shall the act of distribution constitute any such warranty. This disclaimer applies both to individual use of the data and aggregate use with other data. 20171231 Woolpert, Inc. mailing and physical

4454 Idea Center Blvd

Dayton OH 45430 USA (937)461-5660 FGDC Content Standard for Digital Geospatial Metadata FGDC-STD-001-1998