North Carolina Digital Orthoimagery 2022 Study Area #: Watagua, Ashe, Wilkes, Surry, Alleghany, and Yadkin Counties.

Metadata:

Identification_Information:
Citation:
Citation_Information:
Originator: North Carolina Center for Geographic Information and Analysis
Publication_Date: 20221007
Title:
North Carolina Digital Orthoimagery 2022 Study Area #: Watagua, Ashe, Wilkes, Surry, Alleghany, and Yadkin Counties.
Edition: 1.0
Geospatial_Data_Presentation_Form: Raster digital data
Publication_Information:
Publication_Place: Raleigh, NC
Publisher:
NC Center for Geographic Information and Analysis on behalf of the North Carolina 911 Board
Online_Linkage: https://services.nconemap.gov
Description:
Abstract:
Orthoimagery in North Carolina captured during leaf-off conditions in early 2022, 6-inch ground resolution, is a public resource provided by North Carolina's Statewide Orthoimagery Program, supported by the NC 911 Board. The state program includes orthoimagery acquired between 2012 and 2022. The Program is consistent with the Business Plan for Orthoimagery in North Carolina (https://it.nc.gov/documents/files/business-plan-orthoimagery-north-carolina/download?attachment) that recommends acquisition of one-fourth of the state (or 25 counties) per year in a four-year cycle. The products for 2022 are orthoimagery in 4-band true color with IR (RGBIR) (2012-2019 was 3-band, RGB), 6-inch ground resolution in 5,000 by 5,000-foot tiles, in uncompressed and compressed formats, packaged by county for distribution and accessible through the NC OneMap Geospatial Portal. The project was managed by the NC Center for Geographic Information and Analysis (CGIA) in the NC OneMap framework of data access. CGIA collaborated with the NC Geodetic Survey, the NC Department of Transportation's Photogrammetry Unit, and the Land Records Management office in the Office of the Secretary of State to form a state team with expertise and experience in orthoimagery. Acquisition contractors were selected by a Qualifications-Based Selection process. In addition the Statewide Mapping Advisory Committee's Working Group for Orthophotography Planning provided technical advice. Images were collected with digital cameras in early 2022, image processing and quality control occurred through 2022, and products became available by late 2022. Image services are accessible and data are downloadable through NC OneMap. This 26 county orthophoto project is referenced herein as Northern Piedmont and Mountains 2022 (NPM22) Study Area SA2. Imagery was acquired with Two Cessna 441 Conquest aircraft with airborne acquisition systems using Leica ADS100 sensors, GPS-IMU sensors with Leica Tools for flight planning and camera control and image acquisition management. Imagery was acquired between February 11 and March 21, 2022 by a total of 16 sorties. Digital airborne imagery was acquired during deciduous leaf off, cloud free, minimum 33 degree sun angle conditions. The beginning and end date of imagery acquisition was incorporated in the final orthoimage tile naming scheme as the last two fields in the tile name, incorporating the revision number in the last field; the beginning date of acquisition designated as: 02/11/22 and the final date of acquisition designated as: 03/11/22(e.g. OF6i0_37_000_20055902_########_####R0.tif). The raw imagery was post processed using a very strict and consistent process to ensure radiometric consistency throughout the project. Aero-Triangulation (AT) was conducted to consolidate the individual images and flight lines into mathematically cohesive blocks that are geo-referenced to the designated project coordinate system and datum to support orthoimage production. One AT Block was involved with NPM22 SA# imagery covering all referenced seven counties. Ground control was provided from paneled NCGS monuments and new pre-paneled locations that were surveyed by GPS with OPUS and RTN procedures. Digital Terrain Model (DEM) data for differential orthophoto rectification was provided by NC Floodplain Mapping LiDAR (Bare Earth and grid TINS postings) which was reviewed and updated as necessary at a density level sufficient to accurately represent the shape of the ground and to meet the required ASPRS Class I Orthophoto accuracy standards for 1 inch equals 100 foot scale mapping. Seamline polygons were generated by a combined auto-correlation process and manual digitizing with edits as necessary for each individual orthorectified image to produce a seamless mosaic of ortho-rectified imagery. Seamlines were delivered as ArcGIS attributed polygons for all 6 counties of NPM22 SA2 with each polygon having attributes of flight line number, exposure number, image acquisition date, and ESRI generated parameters of area and perimeter distance. Seamline data for the Six counties within NPM22 SA2 has also been documented and described as a separate metadata file. This separate and independent NPM22 SA2 seamline metadata file can be obtained from CGIA. Project status was reported to the client (CGIA) on a weekly to biweekly basis by submitting a written status report with supporting documentation. Project status meeting conference calls were held every week or every other week to review status and discuss action items. All project tasks and sub-tasks were detailed, documented and reported to CGIA in detailed Attachment Reports: C (Flight and Control Plan), C-1 (Ground Control Surveys), D (Imagery Acquisition Compliance), E (GPS-IMU Post Processing and Aero-Triangulation), F (Orthoimagery Delivery per county), and G (Final Report). The NPM22 project was divided into five Study Areas (SA) with the SA2 counties described herein as: Watagua, Ashe, Wilkes, Surry, Alleghany, and Yadkin Counties comprising Study Area 2; thereby designated as NPM22 SA2.
Purpose:
This dataset was generated to provide a consistent reference map for base mapping and display in emergency 911 operations and GIS applications.
Supplemental_Information:
This Study Area dataset is one of five Study Area datasets produced within NPM22, and NPM22 represents one year within the four year cycle to complete orthoimagery of the entire State of North Carolina The bounding coordinates in this metadata file represent the bounding coordinates for all image tiles in the project area (NPM22 SA2) as a whole, not an individual tile or even individual county.
Time_Period_of_Content:
Time_Period_Information:
Range_of_Dates/Times:
Beginning_Date: 20220211
Ending_Date: 20220321
Currentness_Reference: Ground condition
Status:
Progress: Complete
Maintenance_and_Update_Frequency: As needed
Spatial_Domain:
Bounding_Coordinates:
West_Bounding_Coordinate: -81.92958686
East_Bounding_Coordinate: -80.43698213
North_Bounding_Coordinate: 36.62624959
South_Bounding_Coordinate: 35.98216621
Keywords:
Theme:
Theme_Keyword_Thesaurus: None
Theme_Keyword: aerial image
Theme_Keyword: orthoimagery
Theme_Keyword: basemap
Theme_Keyword: natural color
Theme_Keyword: infrared
Theme_Keyword: digital orthophoto
Theme_Keyword: orthophotophotography
Theme_Keyword: ortho
Theme_Keyword: imagery
Theme_Keyword: piedmont
Theme_Keyword: leaf-off
Theme_Keyword: mountain
Theme:
Theme_Keyword_Thesaurus: ISO 19115 Topic Category
Theme_Keyword: imageryBaseMapsEarthCover, 010
Place:
Place_Keyword_Thesaurus: William S. Powell, The North Carolina GAZETTEER
Place_Keyword: North Carolina
Place_Keyword: Ashe
Place_Keyword: Surry
Place_Keyword: Watagua
Place_Keyword: Wilkes
Place_Keyword: Alleghany
Place_Keyword: Yadkin
Access_Constraints: None
Use_Constraints:
The State of North Carolina shall not be held liable for any errors in this dataset, including visual content and positional accuracy of this imagery or image capture dates associated with the filename.
Point_of_Contact:
Contact_Information:
Contact_Person_Primary:
Contact_Person: Ben Shelton
Contact_Organization:
NC Center for Geographic Information and Analysis, Department of Information Technology
Contact_Position: Project Manager
Contact_Address:
Address_Type: mailing
Address: 20322 Mail Service Center
City: Raleigh
State_or_Province: NC
Postal_Code: 27699-0322
Country: U.S.
Contact_Voice_Telephone: 919-754-6377
Contact_Facsimile_Telephone: 919-715-8551
Contact_Electronic_Mail_Address: ben.shelton@nc.gov
Hours_of_Service: 0900-1600 M-F EST
Data_Set_Credit:
This collaborative project included significant roles by the following: (1) the North Carolina 911 Board to acquire statewide orthoimagery from 2010-2022; (2) NC Department of Public Safety, Division of Emergency Management, Hazard Mitigation Program Support manages statewide elevation data used in processing orthoimagery; (3) NC Geographic Information Coordinating Council's Statewide Mapping Advisory Committee, Working Group for Orthophotography Planning provided technical advice; (4) NC Geodetic Survey manages the Continuously Operating Reference Station (CORS) network and played a key role in ground control as well as horizontal quality control of the data; (5) NC Secretary of State's Office, Land Records Management Program provided NC Technical Specifications for Digital Orthophoto Base Mapping (2014) and technical advice; (6) The NC Center for Geographic Information and Analysis managed the overall project including management of contractors, outreach, product verification and distribution, and data access via NC OneMap; and (7) the NC Department of Transportation Photogrammetry Unit provides technical assistance and oversight by performing review of all technical deliverables to include flight planning, acquisition compliance, aerotriangulation and post-processing.
Security_Information:
Security_Classification_System: None
Security_Classification: Unclassified
Security_Handling_Description: None
Native_Data_Set_Environment:
SHexagon ImageStation, OrthoPro, Geomedia essentials, ImageStation AT, ESRI ArcGIS 10.5, Adobe Photoshop CS5 Native_Data_Set_Format: Raster Orthoimagery Tile (TIFF or MrSID)
Data_Quality_Information:
Logical_Consistency_Report:
Radiometry (image visual consistency) for the Six Counties of Study Area 2 (SA2) was accomplished... Surdex performed color/tonal correction & balancing for all ADS100 imagery using Surdex's GroupTool Software. Image metric guidelines were established by CGIA prior to the start of acquisition. Sample images were chosen from the existing 2018 Northern Piedmont Mountian Exploitation Images. These images were color/tonal balanced and then provided to each vendor study area as target image samples. Surdex performed color/tonal corrections by flight line across the project study area utilizing the established image samples for matching purposes.
Completeness_Report: Seamline polygons were NPM22_SA2_Final_Seamlines.shp, 09/28/22.
Positional_Accuracy:
Horizontal_Positional_Accuracy:
Horizontal_Positional_Accuracy_Report:
The technical approach and methods utilized for the production of orthoimagery were designed to meet ASPRS Class I horizontal accuracies at a design scale of 1:1,200 (1 in equals 100 ft) where the limiting RMSE in either X or Y is not greater than 1.0'. Horizontal accuracy compliance was verified through a number of steps and procedures. First, the two Leica DMCIII sensors and airborne acquisition systems had been verified by acquiring imagery of the North Carolina Validation Range (VR) in Surry County, NC and processing the imagery as a mini project to include all project deliverables defined by the NC DOT expedited camera report. The aero-triangulation results and orthoimage tiles for these Validation Range flights were reviewed and verified by NCDOT and NCGS for accuracy compliance prior to execution of the NPM22 project. Boresight range calibration flights were also accomplished for each sensor in 2021 to calculate updated misalignment angles. These VR and boresight projects essentially confirmed that the Leica DMCIII sensors technical procedures utilized to produce orthoimagery are acceptable to meet the project horizontal positional accuracy standards. Next, one hundred forty-nine (149) ground control points were withheld as control from the initial AT block adjustment during the Aero-Triangulation (AT) phase. These points were designated as check points (as opposed to primary control) within the initial AT block adjustment. Residuals were measured within the photogrammetry AT process and reported within the Attachment E (aero-triangulation:AT) report. This report and statistics were evaluated by NCDOT Photogrammetry to ensure compliance with the designed accuracy requirements. The GPS surveyed ground control and NCGS paneled monuments points used as checkpoints points were then rolled into the final AT block adjustment as control points, with the results and statistics provided to CGIA/NCDOT within Attachment E report. Also, within the final Orthoimagery rectification step, all control point positions used for NPM22, Study Area-2 (SA2) that were reported in Attachment C-1 (ground control report), were visually inspected and measured within the imagery and compared to actual surveyed coordinates. Finally, the NCGS conducted GPS surveys of photo ID locations (PIDs) throughout SA#, with a standard to survey on the order of 20 to 30 locations within each County. These GPS field surveyed coordinates are then compared to final orthoimagery measured coordinates using Accuracy Analyst software to generate final project accuracy compliance reports and statistics. These horizontal accuracy assessment reports are available from the NCGS website.
Vertical_Positional_Accuracy:
Vertical_Positional_Accuracy_Report: There is no vertical component for this set of orthoimagery.
Lineage:
Source_Information:
Source_Citation:
Citation_Information:
Originator: Surdex Corporation
Publication_Date: 20221005
Title: Flight and Control Plan: NPM22 SA2, Attachment C
Edition: 1.0
Geospatial_Data_Presentation_Form:
Microsoft Word DOC, Adobe PDF, Excel Spreadsheet, ESRI Shapefiles, Google kmz files, and flight files.
Publication_Information:
Publication_Place: St. Louis, Missouri
Publisher: Surdex Corporation
Type_of_Source_Media: FTP, disc
Source_Time_Period_of_Content:
Time_Period_Information:
Single_Date/Time:
Calendar_Date: 2022
Source_Currentness_Reference: Ground condition
Source_Citation_Abbreviation: FLGCPLN
Source_Contribution:
The Imagery Acquisition and Ground Control Plan, Attachment-C, approved by CGIA and NCDOT provided the source data, materials and technical plan to execute the ground control and imagery acquisition phases outlined in Task 1 under the NPM22 Scope of work.
Source_Information:
Source_Citation:
Citation_Information:
Originator: Surdex Corporation
Publication_Date: 20220107
Title:
Flight and Control Plan for Validation Range, Expedited Camera Report ADS100
Edition: 1.0
Geospatial_Data_Presentation_Form:
Microsoft Word DOC, Adobe PDF, Excel Spreadsheet, ESRI Shapefiles, Google kmz files, and ADS100 files.
Publication_Information:
Publication_Place: St. Louis, Missouri
Publisher: Surdex Corporation
Type_of_Source_Media: FTP, disc
Source_Time_Period_of_Content:
Time_Period_Information:
Single_Date/Time:
Calendar_Date: 2022
Source_Currentness_Reference: Ground condition
Source_Citation_Abbreviation: NCVR
Source_Contribution:
Digital sensor ADS 100-1051 acquired imagery of the North Carolina Validation Range in Surry County, NC in n\a. The Flight and Ground Control Plan was completed in 03/09/15 with subsequent reports prepared for the sensor being Expedited Camera System report for Validation Range with ADS-510 submitted and approved by NCDOT on 3/09/15 with an Advisory report. Sensor ADS 510 was approved for use by CGIA and NCDOT.
Source_Information:
Source_Citation:
Citation_Information:
Originator: Surdex Corporation
Publication_Date: 20150309
Title:
Flight and Control Plan for Validation Range, Expedited Camera Report ADS100-10510
Edition: 1.0
Geospatial_Data_Presentation_Form:
Microsoft Word DOC, Adobe PDF, Excel Spreadsheet, ESRI Shapefiles, Google kmz files, and ADS 100 files.
Publication_Information:
Publication_Place: Raleigh
Publisher: SURDEX
Type_of_Source_Media: FTP, disc
Source_Time_Period_of_Content:
Time_Period_Information:
Single_Date/Time:
Calendar_Date: 2022
Source_Currentness_Reference: Ground condition
Source_Citation_Abbreviation: NCVR
Source_Contribution:
Digital sensor ADS 100-10530 acquired imagery of the North Carolina Validation Range in Surry County, NC in 02/16/16. The Flight and Ground Control Plan was completed in 2/10/16 with subsequent reports prepared for the sensor being Expedited Camera System report for Validation Range with ADS100-10530 submitted and approved by NCDOT on 02/16/16 with an Advisory report. Sensor ADS 530 was approved for use by CGIA and NCDOT.
Source_Information:
Source_Citation:
Citation_Information:
Originator: Surdex Corporation
Publication_Date: 2022
Title: Leica ADS100 Digital Airborne Imagery
Edition: 1.0
Geospatial_Data_Presentation_Form: Raster TIFF, Adobe pdf, ASCII Text and Excel Spreadsheet
Publication_Information:
Publication_Place: St. Louis, Missouri
Publisher: Surdex Corporation
Type_of_Source_Media: disc
Source_Time_Period_of_Content:
Time_Period_Information:
Multiple_Dates/Times:
Single_Date/Time:
Calendar_Date: 20220211
Single_Date/Time:
Calendar_Date: 20220321
Source_Currentness_Reference: Ground condition
Source_Citation_Abbreviation: DAIMGRY
Source_Contribution:
The raw exploitation digital airborne imagery acquired by ADS100 digital sensors served as the foundation image component for NPM22 Study Area 2 (SA2) within the northern piedmont and mountains terrain of SA2. The raw imagery for SA2 was collected at a planned altitude of about 6500-8500 feet Above Mean Terrain (AMT) for ADS100 sensors using a 2-Dimensional terrain flight plan method to capture imagery at at average .5 inch (1cm) pixel resolution and within NC DOT specified Ground Sample Distances (GSD) across each image in 16 sorties utilizing a planned minimum 60% forward lap and 32% sidelap format. The imagery was collected in a proprietary RAW image format and post processed as a 4-band (RGB and CIR) color, 8-bit, uncompressed TIFF raster image file, tiled at 256 with averaged overviews. The final post processed 4-band 8-bit TIFF images were then utilized for the Aero-Triangulation, DEM update, Seamline generation and Orthoimagery rectification and production phases. The exploitation imagery acquisition was reported for NPM22 SA2 within one Imagery Acquisition Compliance Report. Attachment D report for AT Block 1 dated 05/09/22. Attachment D report may be obtained from CGIA.
Source_Information:
Source_Citation:
Citation_Information:
Originator: Surdex Corporation
Publication_Date: 2022
Title: Airborne GPS and Inertial Measurement Unit (IMU) Data
Edition: 1.0
Geospatial_Data_Presentation_Form: Excel Spreadsheet, Adobe pdf and ASCII Text
Publication_Information:
Publication_Place: Raleigh, NC
Publisher: SURDEX
Type_of_Source_Media: disc and FTP
Source_Time_Period_of_Content:
Time_Period_Information:
Multiple_Dates/Times:
Single_Date/Time:
Calendar_Date: 20220211
Single_Date/Time:
Calendar_Date: 20220321
Source_Currentness_Reference: Ground condition
Source_Citation_Abbreviation: ABGPSIMU
Source_Contribution:
The Airborne GPS data provides accurate geodetic coordinates for the nadir point of each raw exploitation image at the precise time of exposure. The IMU data provides accurate omega, phi and kappa orientation angles representing the attitude of the sensor at the precise time of exposure for each image. The Airborne GPS coordinates and IMU orientation angle values play a key role in the accuracy of the Aero-Triangulation process by supplementing the field survey ground control, thus saturating the project study area with exploitation image control by providing preliminary pre-aero-triangulation coordinates and sensor attitude to each exploitation image. The Airborne GPS coordinates were expressed horizontally in NC SPC NAD83 (2011), US Survey Feet and vertically in NAVD 1988 (GEOID18), US Survey Feet. The omega, phi and kappa IMU orientation angles were expressed in decimal degrees. The Airborne GPS and IMU data was reported for NPM22 SA2 within Airborne GPS_IMU Post Processing Report Attachment E for AT Block 1 dated 5/27/22. Attachment E report may be obtained from CGIA.
Source_Information:
Source_Citation:
Citation_Information:
Originator: Surdex Corporation
Publication_Date: 20220527
Title:
Ground Control Data and Surveys Report Attachment C-1, NPM22 SA2 AT Block 1
Edition: 1.0
Geospatial_Data_Presentation_Form: Excel Spreadsheet, Adobe pdf, and pdf pictures
Publication_Information:
Publication_Place: Raleigh, NC
Publisher: Surdex
Type_of_Source_Media: disc and FTP
Source_Time_Period_of_Content:
Time_Period_Information:
Single_Date/Time:
Calendar_Date: 20221005
Source_Currentness_Reference: Ground condition
Source_Citation_Abbreviation: GCSA#
Source_Contribution:
The Ground Control data provides precise NC State Plane geodetic coordinates and elevations for pre-paneled and photo-identifiable positions throughout NPM22 Study Area 2 (SA2). These control point positions were measured along with pass and tie points within the imagery during the relative orientation Aero-Triangulation (AT) measurement process. The precise ground control coordinate values along with the GPSIMU data were then applied in an absolute AT adjustment in order to accurately control and geo-reference each image within the single SA# AT block and to validate the control and check points used during the process. Within Study Area 2, one hundred and five (105) locations were GPS surveyed by OPUS and/or NC RTK procedures with a minimum 20 minute GPS observation (OPUS) and 3 to 4 minute observation (RTK) using CORS data from the NC Geodetic Survey (NCGS) network for differential correction. Thirteen (13) existing NCGS monuments were recovered and paneled. This totaled 105 ground control points for all of SA2. One hundred five (105) ground control points were used as Checkpoints within the Aero-Triangulation adjustment of the single AT Block for SA2 to calculate residuals from the AT adjusted coordinates relative to known surveyed coordinates. Checkpoints were then merged into the final AT adjustments as Control. The Ground Control coordinates were expressed horizontally in NC State Plane Coordinates (NCSPC), North American Datum NAD83 (2011), US Survey Feet and vertically in NAVD 1988 (GEOID18), US Survey Feet. Ground Control data and surveys were reported within Attachment C-1 Control Surveys Report for NPM22 SA2 dated 20220311 and approved by NCGS in Advisory report dated 20220412.
Source_Information:
Source_Citation:
Citation_Information:
Originator: NC Department of Transportation
Publication_Date: 2022
Title: NCDOT Bridge Locations
Geospatial_Data_Presentation_Form: ESRI Shapefile
Publication_Information:
Publication_Place: Raleigh, NC
Publisher: NC Department of Transportation
Type_of_Source_Media: FTP
Source_Time_Period_of_Content:
Time_Period_Information:
Single_Date/Time:
Calendar_Date: 20221005
Source_Currentness_Reference: Ground condition
Source_Citation_Abbreviation: BRIDGLOC
Source_Contribution:
The NCDOT Bridge Location shapefile was utilized during the Internal Level-1 Macro (IL1M) quality control review process to visit each bridge location in the orthoimagery within NPM22 Study Area-2 (SA2) to determine if special DEM treatment was required to remove distortion introduced to the bridge by being an elevated structure overpass or culvert relative to the ground level defined by the NC Floodplain Mapping LiDAR at each location.
Source_Information:
Source_Citation:
Citation_Information:
Originator: NC Department of Transportation
Publication_Date: 2022
Title: NCDOT Construction History
Geospatial_Data_Presentation_Form: ESRI Shapefile
Publication_Information:
Publication_Place: Raleigh, NC
Publisher: NC Department of Transportation
Type_of_Source_Media: FTP
Source_Time_Period_of_Content:
Time_Period_Information:
Single_Date/Time:
Calendar_Date: 20221005
Source_Currentness_Reference: Ground condition
Source_Citation_Abbreviation: CONHIST
Source_Contribution:
The NCDOT Construction History shapefile was utilized during the Internal Level-1 Macro (IL1M) quality control review process to visit each new roadway construction project in the orthoimagery within NPM22 Study Area-2 (SA2) to determine if special DEM treatment was required to update the Digital Elevation Model (DEM defined by the NC Floodplain Mapping LiDAR dataset.
Source_Information:
Source_Citation:
Citation_Information:
Originator: Geospatial and Technology Management Office
Publication_Date: 2022
Title:
NC Floodplain Mapping Program (FMP) LIDAR digital elevation model
Edition: 1.0
Geospatial_Data_Presentation_Form: digital data
Publication_Information:
Publication_Place: Raleigh
Publisher: Geospatial and Technology Management Office
Type_of_Source_Media: disc
Source_Time_Period_of_Content:
Time_Period_Information:
Single_Date/Time:
Calendar_Date: 2022
Source_Currentness_Reference: Ground condition
Source_Citation_Abbreviation: LIDAR DEM
Source_Contribution:
The LIDAR digital elevation data used for the rectification of the orthophotos was provided by the Geospatial and Technology Management Office.
Source_Information:
Source_Citation:
Citation_Information:
Originator: Geospatial and Technology Management Office
Publication_Date: 2022
Title: Tile index
Edition: 1.0
Geospatial_Data_Presentation_Form: vector digital data
Publication_Information:
Publication_Place: None
Publisher: None
Type_of_Source_Media: disc
Source_Time_Period_of_Content:
Time_Period_Information:
Single_Date/Time:
Calendar_Date: 2022
Source_Currentness_Reference: Ground condition
Source_Citation_Abbreviation: INDEX
Source_Contribution:
The tile definition is used to cut orthorectified imagery into manageable, usable images. Each tile is 5000' X 5000'.
Source_Information:
Source_Citation:
Citation_Information:
Originator: NC Geodetic Survey
Publication_Date: 2022
Title: North Carolina County Boundaries
Edition: 1.0
Geospatial_Data_Presentation_Form: vector digital data
Publication_Information:
Publication_Place: Raleigh
Publisher: NC Geodetic Survey
Type_of_Source_Media: digital download
Source_Time_Period_of_Content:
Time_Period_Information:
Single_Date/Time:
Calendar_Date: 2022
Source_Currentness_Reference: Ground condition
Source_Citation_Abbreviation: CB
Source_Contribution:
The county boundaries are used to select tiles by county for packaging imagery for offline distribution.
Process_Step:
Process_Description: North Carolina Validation Range.
Source_Used_Citation_Abbreviation: NCVR
Process_Date: 2015
Process_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: Surdex Corporation
Contact_Position: Prime Vendor
Contact_Address:
Address_Type: mailing and physical address
Address: 520 Spirit of St Louis Blvd
City: Chesterfield
State_or_Province: MO
Postal_Code: 63005
Country: USA
Contact_Voice_Telephone: 636-368-4400
Contact_Facsimile_Telephone: 636-368-4483
Contact_Electronic_Mail_Address: adamh@surdex.com
Process_Step:
Process_Description: Imagery Acquisition Flight and Ground Control Planning.
Source_Used_Citation_Abbreviation: FLGCPLN
Process_Date: 20220107
Process_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: Surdex Corporation
Contact_Position: Prime Vendor
Contact_Address:
Address_Type: mailing and physical address
Address: 520 Spirit of St. Louis Blvd
City: Chesterfield
State_or_Province: MO
Postal_Code: 63005
Country: USA
Contact_Voice_Telephone: 636-368-4400
Contact_Facsimile_Telephone: 636-368-4483
Contact_Electronic_Mail_Address: adamh@surdex.com
Process_Step:
Process_Description:
Ground Control Surveys. GPS ground control survey consisting of recovered existing points from the 2018 project and new points set for the 2021 NPM18. Survey points were established via GNSS observations using the North Carolina Geodetic Survey (NCGS) statewide Real Time Network (RTN) or Continuously Operating Reference Station (CORS) data. All survey values were computed in North Carolina State Plane Coordinate System (Zone 3200), horizontal datum is NAD83 (2011) Epoch 2010.00 and elevations are based on the NAVD88 vertical datum and were computed using Geoid 18. All coordinates and elevations were provided in U.S. Survey Feet. Specific survey control point locations and details can be found in the Attachment C-1 Survey Control Report.
Source_Used_Citation_Abbreviation: GCSA#
Process_Date: 20220707
Source_Produced_Citation_Abbreviation: GC
Process_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: ESP Associates
Contact_Position: Prime Vendor
Contact_Address:
Address_Type: mailing and physical address
Address: P O box 7030
City: Charoltte
State_or_Province: NC
Postal_Code: 28241
Country: USA
Contact_Voice_Telephone: 803-802-2440
Contact_Facsimile_Telephone: n\a
Contact_Electronic_Mail_Address: www.espassociates.com
Process_Step:
Process_Description:
Airborne GPS and IMU data acquisition. Airborne GPS-IMU data was collected on all flights across the project study area.
Source_Used_Citation_Abbreviation: ABGPSIMU
Process_Date: 20220330
Source_Produced_Citation_Abbreviation: DAIMGRY
Process_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: Surdex Corporation
Contact_Position: Prime Consultant
Contact_Address:
Address_Type: mailing and physical address
Address: 520 Spirit of St. louis Blvd
City: Chesterfield
State_or_Province: MO
Postal_Code: 63005
Country: USA
Contact_Voice_Telephone: 636-368-4400
Contact_Facsimile_Telephone: 636-368-4483
Contact_Electronic_Mail_Address: adamh@surdex.com
Process_Step:
Process_Description:
Exploitation image post processing, inspection and color/tonal correction was completed for all ADS100 imagery using Leica XPRO and Surdex's GroupTool Software. Once post processed all images were inspected for any issues that may be cause for rejection in accordance to the state standards and specifications. Image metric guidelines were also established across the study areas using sample imagery. Color/tonal corrections were processed by flight line across the project study area utilizing the established image samples for matching purposes.
Source_Used_Citation_Abbreviation: DAIMGRY
Process_Date: 20220330
Source_Produced_Citation_Abbreviation: PPDAIMGRY
Process_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: Surdex Corporation
Contact_Position: Prime Consultant
Contact_Address:
Address_Type: mailing and physical address
Address: 520 Spirit of St. Louis Blvd
City: Chesterfield
State_or_Province: MO
Postal_Code: 63011
Country: USA
Contact_Voice_Telephone: 636-368-4400
Contact_Facsimile_Telephone: 636-368-4483
Contact_Electronic_Mail_Address: adamh@surdex.com
Process_Step:
Process_Description:
Airborne GPS and Inertial Measurement Unit (IMU) Post Processing. Airborne GPS-IMU data was collected on all flights across the project study area.
Source_Used_Citation_Abbreviation: AGPSIMU
Process_Date: 20220330
Source_Produced_Citation_Abbreviation: PPAGPSIMU
Process_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: Surdex Corporation
Contact_Position: Prime Consultant
Contact_Address:
Address_Type: mailing and physical address
Address: 520 Spirit of St. Louis Blvd
City: Chesterfield
State_or_Province: MO
Postal_Code: 63011
Country: USA
Contact_Voice_Telephone: 636-368-4400
Contact_Facsimile_Telephone: 636-368-4483
Contact_Electronic_Mail_Address: adamh@surdex.com
Process_Step:
Process_Description: Digital Softcopy Aero-Triangulation.
Source_Used_Citation_Abbreviation: DAIMGRY, AGPSIMU, GCSA#
Process_Date: 20220330
Source_Produced_Citation_Abbreviation:
Attachment E SA2-1 GPS-IMU Post Processing & Aerotriangulation Report.pdf
Process_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: Surdex Corporation
Contact_Position: Prime Vendor
Contact_Address:
Address_Type: mailing and physical address
Address: 520 Spirit of St. Louis Blvd
City: Chesterfield
State_or_Province: MO
Postal_Code: 63011
Country: USA
Contact_Voice_Telephone: 636-368-4400
Contact_Facsimile_Telephone: 636-368-4483
Contact_Electronic_Mail_Address: adamh@surdex.com
Process_Step:
Process_Description:
LiDAR Digital Elevation Model (DEM) review and update. The LIDAR digital elevation data used for the rectification of the orthophotos was provided by the North Carolina Emergency Management.
Source_Used_Citation_Abbreviation: LIDAR DEM, DAIMGRY, AT, CONHIST, BRIDGLOC
Process_Date: 20220315
Source_Produced_Citation_Abbreviation: DEMSA#
Process_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: Surdex Corporation
Contact_Position: Prime Vendor
Contact_Address:
Address_Type: mailing and physical address
Address: 520 Spirit of St. Louis Blvd
City: Chesterfield
State_or_Province: MO
Postal_Code: 63011
Country: USA
Contact_Voice_Telephone: 636-368-4400
Contact_Facsimile_Telephone: 636-368-4483
Contact_Electronic_Mail_Address: adamh@surdex.com
Process_Step:
Process_Description: Exploitation image rectification to an Orthoimage.
Source_Used_Citation_Abbreviation: DAIMGRY, PPDAIMGRY, LIDAR DEM, DEMSA#
Process_Date: 20220325
Source_Produced_Citation_Abbreviation: ORTHORIMG
Process_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: Surdex Corporation
Contact_Position: Prime Vendor
Contact_Address:
Address_Type: mailing and physical address
Address: 520 Spirit of St. Louis Blvd
City: Chesterfield
State_or_Province: MO
Postal_Code: 63011
Country: USA
Contact_Voice_Telephone: 636-368-4400
Contact_Facsimile_Telephone: 636-368-4483
Contact_Electronic_Mail_Address: adamh@surdex.com
Process_Step:
Process_Description:
Seamline Development Digitizing and Seamline Polygon Generation.
Source_Used_Citation_Abbreviation: ORTHORIMG
Process_Date: 20220401
Source_Produced_Citation_Abbreviation: SEAMLN
Process_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: Surdex Corporation
Contact_Position: Prime Vendor
Contact_Address:
Address_Type: mailing and physical address
Address: 520 Spirit of St. Louis Blvd
City: Chesterfield
State_or_Province: MO
Postal_Code: 63011
Country: USA
Contact_Voice_Telephone: 636-368-4400
Contact_Facsimile_Telephone: 636-368-4483
Contact_Electronic_Mail_Address: adamh@surdex.com
Process_Step:
Process_Description:
Final Orthoimagery seamline editing, color balancing and final Image Processing Adjustments.
Source_Used_Citation_Abbreviation: DAIMGRY, PPDAIMGRY, SEAMLN, DEMSA#
Process_Date: 20220501
Source_Produced_Citation_Abbreviation: ORTHOIMGSA#
Process_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: Surdex Corporation
Contact_Position: Prime Vendor
Contact_Address:
Address_Type: mailing and physical address
Address: 520 Spirit of St. Louis Blvd
City: Chesterfield
State_or_Province: MO
Postal_Code: 63011
Country: USA
Contact_Voice_Telephone: 636-368-4400
Contact_Facsimile_Telephone: 636-368-4483
Contact_Electronic_Mail_Address: adamh@surdex.com
Process_Step:
Process_Description:
Orthoimage Tile Mosaic Processing. Surdex Corporation utilized Surdex Grouptool Software to cut Orthophoto tile polygons from final orthorectified exploitation imagery during the final mosaic process step. A State grid map file was imported into Grouptool using grid definitions for the 5,000' x 5,000' orthoimage tiles required for Study Area-2 (SA2) as defined in the Excel spreadsheet, NPM22_Tile_Delivery_Order.xlsx, provided by CGIA. The final orthoimages, seamline polygons and product definitions were processed in the final mosaic process step to output the final 5,000' x 5,000' orthoimage tiles. All SA2 final orthoimages, mosaic polygons and product definitions were processed simultaneously to ensure the final mosaic output, edge matching, color and tone balancing is consistent across the entire study area. The orthoimage tiles were named using the required file naming convention (e.g. OF6i0_37_000_20055902_20210129_0308R0.tif). The orthoimage tiles were subject to four (4) different levels of quality control. Resolutions for problems detected during these levels of quality control were documented and reported in Product Review documentation maintained at edit call locations on VOICE, the on-line image service for the NPM22 project as well as on the NPM22 CGIA sponsored Sharepoint site. Delivery of the final orthoimage tiles and ancillary data was documented and reported in Attachment F Orthoimagery Delivery Reports for each of the seven (6) primary delivery Counties within NPM22 SA2. Attachment F reports may be obtained from CGIA. The NPM22 SA2 County Delivery Orders comprised 3042 map tiles (2728 sq. mi.).
Source_Used_Citation_Abbreviation: ORTHOIMGSA#, INDEX
Process_Date: 20220501
Source_Produced_Citation_Abbreviation: OIMGTILE
Process_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: Surdex Corporation
Contact_Position: Prime Vendor
Contact_Address:
Address_Type: mailing and physical address
Address: 520 Spirit of St. Louis Blvd
City: Chesterfield
State_or_Province: MO
Postal_Code: 63011
Country: USA
Contact_Voice_Telephone: 636-368-4400
Contact_Facsimile_Telephone: 636-368-4483
Contact_Electronic_Mail_Address: adamh@surdex.com
Process_Step:
Process_Description:
Create an image service from finished orthoimagery submitted by contractors to display in an online application for visual quality review.
Source_Used_Citation_Abbreviation: OIMGTILE
Process_Date: 2022
Source_Produced_Citation_Abbreviation: OIMGSERV
Process_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: Airbus DS Geo, Inc.
Contact_Position: Project Manager
Contact_Address:
Address_Type: mailing and physical address
Address: 2721 Council Tree Avenue, Suite 206
City: Fort Collins
State_or_Province: CO
Postal_Code: 80525
Country: USA
Contact_Voice_Telephone: 970-482-4400
Contact_Facsimile_Telephone: 970-218-5838
Contact_Electronic_Mail_Address: mmiddendorf@airbus-na.com
Process_Step:
Process_Description:
Visual quality control consisted of several levels of review. Project contractors conducted both initial macro and micro lever review of all data. After the data was released to the State, NCDOT reviewed 30% of each county's ortho tiles, CGIA reviewed 5% and the counties had the ability to review the full county worth of data but were provided a list of 25% of required tiles to review. CGIA then reviewed all submitted issues and submitted those considered to be in scope to project guidelines to the contractors for review. Contractor teams reviewed these submitted issues and assessed whether a fix was feasible. Tiles that were repaired were validated by NCDOT to ensure that fixes were made and did not introduce new issues. All review by NCDOT, CGIA and other end-users as well as contractor's assessment and evaluation were conducted in a cloud-hosted environment accessible through an online mapping interface called VOICE.
Source_Used_Citation_Abbreviation: OIMGSERV
Process_Date: 2022
Process_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: NC Center for Geographic Information and Analysis
Contact_Position: Project Manager
Contact_Address:
Address_Type: mailing address
Address: 20322 Mail Service Center
City: Raleigh
State_or_Province: NC
Postal_Code: 27699-0322
Country: USA
Contact_Voice_Telephone: 919-754-6377
Contact_Facsimile_Telephone: 919-715-8551
Contact_Electronic_Mail_Address: ben.shelton@nc.gov
Process_Step:
Process_Description:
Horizontal quality control consists of utilizing quality control test points obtained from an independent source of higher accuracy of the tested product. The purpose of the quality control test is to determine the horizontal accuracy of the product and produce a report documenting the result of the accuracy test.
Source_Used_Citation_Abbreviation: OIMGTILE
Process_Date: 2022
Process_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: NC Geodetic Survey
Contact_Position: Director
Contact_Address:
Address_Type: mailing address
Address: 4105 Reedy Creek Road
Address: NC National Guard Complex
City: Raleigh
State_or_Province: NC
Postal_Code: 27699-4298
Country: USA
Contact_Voice_Telephone: 919-733-3836
Contact_Facsimile_Telephone: 919-733-4407
Contact_Electronic_Mail_Address: gary.thompson@ncdenr.gov
Process_Step:
Process_Description:
20:1 MRSID Tile Creation- CGIA created a standalone 20:1 compressed copy of each orthoimagery tile delivered in the NPM22 project. Lizardtech software was used to compress each TIFF tile to a 20:1 MRSID formatted file. The resulting MRSID files maintain the same file name as the TIFF tiles.
Source_Used_Citation_Abbreviation: OIMGTILE
Process_Date: 2022
Source_Produced_Citation_Abbreviation: MRSID
Process_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: NC Center for Geographic Information and Analysis
Contact_Position: Project Manager
Contact_Address:
Address_Type: mailing address
Address: 20322 Mail Service Center
City: Raleigh
State_or_Province: NC
Postal_Code: 27699-0322
Country: USA
Contact_Voice_Telephone: 919-754-6377
Contact_Facsimile_Telephone: 919-715-8551
Contact_Electronic_Mail_Address: ben.shelton@nc.gov
Process_Step:
Process_Description:
50:1 MRSID Countywide Mosaic Creation- CGIA created a standalone 50:1 compressed file of all of the imagery that intersects each county. Lizardtech software was used to merge all of the 20:1 MRSID tiles into a unified singular 50:1 compressed file containing all imagery for a county, excluding any sensitive military areas.
Source_Used_Citation_Abbreviation: MRSID
Process_Date: 2022
Source_Produced_Citation_Abbreviation: MRSIDMOS
Process_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: NC Center for Geographic Information and Analysis
Contact_Position: Project Manager
Contact_Address:
Address_Type: mailing address
Address: 20322 Mail Service Center
City: Raleigh
State_or_Province: NC
Postal_Code: 27699-0322
Country: USA
Contact_Voice_Telephone: 919-754-6377
Contact_Facsimile_Telephone: 919-715-8551
Contact_Electronic_Mail_Address: ben.shelton@nc.gov
Process_Step:
Process_Description:
CGIA product validation process: Before delivery of data to each county, CGIA validated that each county would receive all TIFF and MRSID 20:1 compression tiles that intersect that county and ensured that the files were named correctly, were correctly spatially referenced, and validated that each County data delivery contains a countywide MRSID 50:1 compression mosaic, an index shapefile denoting the location of each tile, a seamline polygon that denotes the location and date of each discrete image used to create the imagery, project documentation about the ortho creation process, any updated elevation information, and both MRSID 20:1 compression tiles and a MRSID 50:1 mosaic for each neighboring county.
Process_Date: 2022
Source_Produced_Citation_Abbreviation: VALID
Process_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: NC Center for Geographic Information and Analysis
Contact_Position: Project Manager
Contact_Address:
Address_Type: mailing address
Address: 20322 Mail Service Center
City: Raleigh
State_or_Province: NC
Postal_Code: 27699-0322
Country: USA
Contact_Voice_Telephone: 919-754-6377
Contact_Facsimile_Telephone: 919-715-8551
Contact_Electronic_Mail_Address: ben.shelton@nc.gov
Cloud_Cover: 0
Spatial_Data_Organization_Information:
Direct_Spatial_Reference_Method: Raster
Raster_Object_Information:
Raster_Object_Type: Pixel
Spatial_Reference_Information:
Horizontal_Coordinate_System_Definition:
Planar:
Grid_Coordinate_System:
Grid_Coordinate_System_Name: State Plane Coordinate System 1983
State_Plane_Coordinate_System:
SPCS_Zone_Identifier: 3200 North Carolina
Lambert_Conformal_Conic:
Standard_Parallel: 34.333333
Standard_Parallel: 36.166667
Longitude_of_Central_Meridian: -79.000000
Latitude_of_Projection_Origin: 33.750000
False_Easting: 2000000.0
False_Northing: 0.000000
Planar_Coordinate_Information:
Planar_Coordinate_Encoding_Method: Coordinate pair
Coordinate_Representation:
Abscissa_Resolution: 0.5
Ordinate_Resolution: 0.5
Planar_Distance_Units: U.S. Feet
Geodetic_Model:
Horizontal_Datum_Name: North American Datum of 1983
Ellipsoid_Name: Geodetic Reference System 80
Semi-major_Axis: 6378137.0
Denominator_of_Flattening_Ratio: 298.25722210088
Entity_and_Attribute_Information:
Overview_Description:
Entity_and_Attribute_Overview:
Color orthophotos are comprised of pixels. Each pixel is assigned a value of 0 to 255. That number will refer to a color look-up table which contains red, green and blue (RGB) values, each from 0 to 255, for that pixel within the image.
Entity_and_Attribute_Detail_Citation: None
Distribution_Information:
Distributor:
Contact_Information:
Contact_Person_Primary:
Contact_Person: David Giordano
Contact_Organization: NC Center for Geographic Information and Analysis
Contact_Position: Database Administrator
Contact_Address:
Address_Type: mailing
Address: 20322 Mail Service Center
City: Raleigh
State_or_Province: NC
Postal_Code: 27699-0322
Country: U.S.
Contact_Voice_Telephone: 919-754-6585
Contact_Facsimile_Telephone: 919-715-8551
Contact_Electronic_Mail_Address: david.giordano@nc.gov
Hours_of_Service: 0800-1700 M-F EST
Resource_Description: 1:1200, 0.5-foot pixel digital color orthophotography (2021)
Distribution_Liability:
The NC Center for Geographic Information and Analysis makes no guarantee or warranty concerning the accuracy of information contained in the geographic data. Also, this organization makes no warranty, either expressed or implied, regarding the condition of the product or its fitness for any particular purpose. The burden for determining fitness for use lies entirely with the user. Although these files have been processed successfully, no warranty is made by this organization regarding the use of these data on any other system, nor does the fact of distribution constitute or imply such a warranty.
Standard_Order_Process:
Digital_Form:
Digital_Transfer_Information:
Format_Name: MRSID 20:1 Compression
Digital_Transfer_Option:
Online_Option:
Computer_Contact_Information:
Network_Address:
Network_Resource_Name: https://services.nconemap.gov
Access_Instructions: Download
Offline_Option:
Offline_Media: USB Hard Drive
Recording_Capacity:
Recording_Density: 1
Recording_Density_Units: TB
Recording_Format: Unknown
Fees:
no charge for online distribution. For offline options contact CGIA.
Ordering_Instructions: Contact CGIA
Custom_Order_Process: Contact CGIA for custom datasets
Technical_Prerequisites: software that can display a digital image
Available_Time_Period:
Time_Period_Information:
Single_Date/Time:
Calendar_Date: 2022
Metadata_Reference_Information:
Metadata_Date: 20220930
Metadata_Review_Date: 20221007
Metadata_Contact:
Contact_Information:
Contact_Person_Primary:
Contact_Person: Ben Shelton
Contact_Organization: NC Center for Geographic Information and Analysis
Contact_Position: Project Manager
Contact_Address:
Address_Type: mailing
Address: 20322 Mail Service Center
City: Raleigh
State_or_Province: NC
Postal_Code: 27699-0322
Country: U.S.
Contact_Voice_Telephone: 919-754-6377
Contact_Facsimile_Telephone: 919-715-8551
Contact_Electronic_Mail_Address: ben.shelton@nc.gov
Hours_of_Service: 0900-1600 M-F EST
Metadata_Standard_Name: FGDC CSDGM
Metadata_Standard_Version: FGDC-STD-001-1998

Generated by mp version 2.9.52 on Tue Apr 11 15:47:16 2023