Client: Douglas County Contact: County Surveyor's Office, Terrie Franssen Job Name: 2004/2005 Digital Orthophotos Job Number: 1796 Primary Format: GEOTIF, uncompressed, scan-lined (not tiled) with .tfw world file Pixel Resolution: 1.5 ft./pixel Rotation: 0 degrees (top is north) Rectified Image Extents: To extents of tile boundaries Post-Processing/Resampling: SID images, Generation 2 @ 20:1 compression (good/high quality), default zoom levels JPEG compression, Image Alchemy @ quality factor = 10 (low quality/high compression) JPEG compression, Image Alchemy @ quality factor = 5 (even smaller files, lower quality) Georeference filese to include: GEOTIF (coordinates in TIF header), .tfw TIF world file, .jfw JPEG world file, .sdw SID world file and .TXT text metadata file DATUM: Horizontal: NAD 83/91 State Plane, Oregon South Zone (3602) Vertical: NAVD 88 CONTROL: Air-borne GPS control provided by: ORION GPS, Contact: John Putnam, P.L.S. Ground control provided by: None/USGS Quad Map UNITS: International Feet ACCURACIES: Control / Aerotriangulation Results: +/- 5' Digital Orthophotos: Approximately +/- 20' Horizontal, or as supported by USGS DEM data accuracies Vertical Accuracies: Elevation data was not collected from this flight. Flight would support ASPRS Class I 10' contours, though additional ground control may be required. DATE(S) OF PHOTOGRAPHY: Fall 2004: 9/22/04, 9/24/04, 10/12/04 (majority of flights) Spring 2005: 3/14/05 (southern most flights + reflight for smoke near T 23 R 9,10) SOURCE PHOTO SCALE: 1" = 1700' (1:20,400) CAMERA: BERGMAN PHOTOGRAPHIC SERVICES, INC., ZEISS TOP 30 (12" Lens) CALIBRATION DATE: Mar. 17, 2004 CALIBRATED FOCAL LENGTH: 305.045 MM ORTHOPHOTO IMAGES PREPARED BY: DAVID C. SMITH & ASSOCIATES, INC.; PORTLAND OREGON 1734 SE Tacoma Street, Portland, Oregon, 97202 Project contact: Doug Smith, 503 232-5285; Doug@Davidsmithmapping.com PROCESS: Color film was scanned on a Wehrli RM-6 roll feed photogrammetric scanner w/ infra-red scan scratch removal module. Air-borne GPS control was aerotriangulated using as primary control using KLT Atlas softcopy bundle adjustment software. Image points from existing USGS DRG's and USGS DEM's were used for rough verification of aerotriangulation results. Orthophoto imagery was rectified to existing USGS DEM data with no additional supplemental breaklines or data. Bridges were edited/corrected to align with roads where visibly displaced. Orthophoto imagery was auto-mosaiced using KLT Atlas and OrthoVista 3.4.2 and then manually reviewed / edited at all mosaic lines. ________________