Report for Oblique and Orthogonal Imagery · 2014. 12. 12. · West Virginia PS #2219 Wisconsin LS #3039-8 . Page 4 of 193 Pictometry Survey Report-FLLEE14-140124-140309 ... necessary

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Pictometry Survey Report-FLLEE14-140124-140309

Report for Oblique and Orthogonal Imagery

Obtained between the dates of Friday, January 24, 2014 - Sunday, March 09, 2014

Prepared for:

Lee, Florida

Prepared by: Pictometry International Corp. 100 Town Centre Drive, Suite A

Rochester, NY 14623 Phone# 585-486-0093 Fax# 585-486-0098

Pictometry Business License No. LB7771

Michael J. Zoltek

Professional Surveyor & Mapper 5751

6/25/2014 This report is not valid without the signature and the original raised seal of a Florida licensed Surveyor and Mapper.

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Table of Contents Type of Report .................................................................................................................................................................................... 3 Source Data ........................................................................................................................................................................................ 3 Name of Company .............................................................................................................................................................................. 3 Responsible Surveyor ......................................................................................................................................................................... 3 Project Area ........................................................................................................................................................................................ 4 Map Reference ................................................................................................................................................................................... 4 Equipment and Software.................................................................................................................................................................... 4 Collection procedures ........................................................................................................................................................................ 4 Ground Control Surveying .................................................................................................................................................................. 7 Summary of Specifications for Orthophotography ............................................................................................................................ 7 Fully Analytical Aerial Triangulation ................................................................................................................................................... 8 Production of Orthomosaics .............................................................................................................................................................. 8 Acronyms and Definitions ................................................................................................................................................................ 11 Standard Product Absolute Horizontal Accuracies ........................................................................................................................... 12

Background ................................................................................................................................................................................. 12 Summary ..................................................................................................................................................................................... 12

Standard Product Relative Measurement Accuracies ...................................................................................................................... 13 Relative Measurement Accuracies .............................................................................................................................................. 13

References ........................................................................................................................................................................................ 14 Project Summary .............................................................................................................................................................................. 15

Summary of Project Absolute Horizontal Accuracies .................................................................................................................. 16 Summary of Project Relative Measurement Accuracies ............................................................................................................. 16

Appendix A: ...................................................................................................................................................................................... 17 Sector Map .................................................................................................................................................................................. 17 Flight Plan Map(s) ........................................................................................................................................................................ 18

Appendix B: Sensor Data .................................................................................................................................................................. 19 Camera serial Numbers ............................................................................................................................................................... 19 Tail Number Serial Number Camera Orientation ............................................................................................................. 19 Mount Orientations..................................................................................................................................................................... 20 Camera Calibration Reports ........................................................................................................................................................ 26

Appendix C: Applanix data ............................................................................................................................................................... 69 Base Station GPS Observables Conversion Logs .......................................................................................................................... 69 Smartbase QC Logs ...................................................................................................................................................................... 77

Appendix D: Tie-point Statistics ..................................................................................................................................................... 127 Appendix E: NGS Data Sheets ......................................................................................................................................................... 135 Appendix F: Sectors Containing Imagery Frames ........................................................................................................................... 141 Appendix G: Aerotriangulation Statistics ....................................................................................................................................... 147

Initial Control Point Residuals from Unconstrained Adjustment .............................................................................................. 147 Block A .................................................................................................................................................................................. 147 Block B .................................................................................................................................................................................. 148 Block C .................................................................................................................................................................................. 150 Block Isand 1......................................................................................................................................................................... 151 Block Island 2 ........................................................................................................................................................................ 152

Final Constrained Adjustment Results ...................................................................................................................................... 152 Block A .................................................................................................................................................................................. 152 Block B .................................................................................................................................................................................. 157 Block C .................................................................................................................................................................................. 163 Block Isand 1......................................................................................................................................................................... 169 Block Island 2 ........................................................................................................................................................................ 173 Block Island 3 ........................................................................................................................................................................ 177

Appendix H: Control Point Summary ............................................................................................................................................. 180 Appendix I: AccuPlus Tile List ......................................................................................................................................................... 189

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Type of Report This Report pertains to the Photogrammetric Mapping, Digital Aerial Color Orthophotography and Oblique Photography processing performed to produce the georeferenced Orthogonal and Oblique imagery as delivered to the client.

Source Data 3-inch (7.5 cm) and 4-inch (10 cm) Ground Sample Distance (GSD) source imagery is intended to be represented at a map scale of 1:800, 6-inch (15 cm) GSD source imagery is intended to be represented at a map scale of 1:1200 and any 9-inch (22.5 cm) or 12-inch (30 cm) GSD imagery is intended to be represented at a map scale of 1:2400. Note: The image capture date is recorded as the last 6 digits of each individual image file name. The file creation date is the date when the image was captured and the modified date is when the imaged was processed.

Name of Company Pictometry International Corp. 100 Town Centre Drive, Suite A Rochester, NY 14623 Phone# 585-486-0093 Fax# 585-486-0098

Responsible Surveyor Michael J. Zoltek, CP, LS, GISP ASPRS CP #1523 Alabama PLS #25291 Arizona RLS #53351 California PLS #8878 Connecticut LS #70378 Florida PSM #5751 Georgia RLS #2976 Idaho PS #14353 Louisiana PLS #4994 Mississippi PS #3088 Nevada PLS #21183 New Mexico PS #20558

New York LS #50883 North Dakota LS #6646 Oregon RPP #88009RPP South Carolina PS #27462 South Dakota LS #10187 Tennessee LS #2836 Texas RPLS #6221 US Virgin Islands LS #1181LS Washington PLS #50992 West Virginia PS #2219 Wisconsin LS #3039-8

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Project Area The project area for this report encompasses approximately 1063 square miles within Lee, Florida.

Map Reference There are no hardcopy map sheets for this project.

Equipment and Software Camera System Pictometry’s Pentaview camera system is based on an architecture designed and patented by Pictometry. The Pentaview is a multi-camera system comprised of five digital camera modules and an acquisition computer (with sensor control hardware and software). Key components of the Pentaview system are manufactured and assembled by qualified suppliers under contract to Pictometry. Individual subsystems of the Pentaview system are integrated and tested at Pictometry’s facilities in Rochester, NY. The finished camera system is calibrated and tested in the laboratory at Pictometry’s facilities in Rochester, NY. Pictometry’s 16-megapixel Pentaview imaging system carries the United States Geological Survey (USGS) Camera Type Certification and comprises five custom designed cameras and an Applanix Position and Orientation System (POS) which includes both a Global Positioning System (GPS) antenna and an Inertial Measurement Unit (IMU). The five cameras are aimed with one looking nadir and four looking in each of the four cardinal oblique directions. Pictometry’s 29-megapixel Pentaview imaging system is constructed on the USGS approved platform and incorporates upgraded 29-megapixel sensors. Calibration Prior to image collection, as part of the manufacture, the individual cameras are put through a rigorous calibration process developed by Pictometry and licensed to the USGS. The calibration is performed through the capture of a series of images from prescribed locations and at varied orientations of a stationary target cage. Targets are identified in the images collected via a semi-automatic process and a free-network bundle adjustment is performed to solve for camera interior orientation, including precise focal length, principal point location, and radial distortion coefficients. These parameters are then incorporated into the camera model used during subsequent image processing operations. Each camera is also put through a color calibration process designed by Pictometry in order to generate a consistent response, ensuring consistent representation of ground features. Specific information pertaining to the sensors used for this project can be found in Appendix B.

Collection procedures System Alignment In advance of capturing the data, an additional aerial boresight calibration is performed on each of the systems involved in the project. An adjustment then is computed to solve for the alignment between the optical axis of the camera and the internal coordinate axes of the Inertial Measurement Unit (IMU). This adjustment is then applied to the imagery captured throughout the project. Each system completes a boresight flight at regular intervals to ensure that the sensors have stayed in alignment.

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Once the cameras are calibrated and the system is aligned, data capture can begin. Throughout each of the capture missions, GPS/IMU data is logged on the aircraft, the GPS data is recorded at a minimum rate of 2Hz and the IMU data is logged at a minimum rate of 200Hz. Concurrently, multiple GPS reference stations are logging data on the ground. These reference stations may be either part of the NGS CORS network, or a base station set up and run by Pictometry or a licensed surveyor sub-consultant. The imagery is nominally captured with a PDOP value of less than 8.0 and within 60 kilometers of an operating GPS reference station. Due to the small format of Pictometry’s camera, and automatic aerial triangulation techniques available, Pictometry limits its sensor to 6 degrees of pitch and yaw; this limit can be utilized due to the narrow field of view of Pictometry’s cameras which, by design, limits the off-nadir distance of features at the edge of the frame. Imagery is captured at 36-bit (12-bits per channel) and resampled to 24-bit RGB color for processing, with a planned forward lap of 60% and a side lap of 30%. During the capture process, Pictometry’s Flight Management System performs real time checks of a variety of parameters, including but not limited to: rapid histogram analysis to detect exposure errors, camera orientation (i.e. roll, pitch, yaw) to ensure perspective, and camera position to ensure coverage. Upon completion of collection, the data is transferred to Pictometry's processing facility in Rochester, NY. GPS/INS Post-Processing Upon receipt in Rochester, the data is immediately backed up and post-processing begins. Applanix POSPac software is utilized to post process the GPS/IMU data utilizing the SmartBase (IN-fusion). The SmartBase technology uses a centralized filter approach to combine the GPS receiver’s raw observables (pseudorange and phase observables) with the IMU data (tightly coupled solution). The Applanix SmartBase engine processes the raw observables (phase and pseudorange to each tracked satellite) from a minimum of four to a maximum of 50 continuously-working GPS reference stations surrounding the trajectory. The computed ionospheric, tropospheric, satellite clock, and orbital errors at all the reference stations are used to correct for the errors at the location of the remote receiver. The SmartBase Quality Check tool is utilized to perform a network adjustment on all the base-lines and reference stations in the network. Quality checks are also performed on the individual reference station observation files before the Applanix SmartBase is computed. The result of this process is that the integrity of the reference station’s data and coordinates are known before the data is

Post-processed SBET

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processed. The single base technology is different as only one dedicated base station is used as a reference station and atmospheric delay and other correction data are only retrieved at the dedicated master station. The final smoothed best estimated trajectory (SBET) is computed from the GPS track (including Kalman Filtering). Once the final trajectory has been generated, it is applied to the imagery on the basis of the individual time stamps associated with each frame. The location (X, Y, Z) and orientation (Roll, Pitch, Yaw) values derived from the SBET and assigned to each frame serve and would serve as the initial exterior orientation (EO) values should the imagery proceed to aerial triangulation. Specific information pertaining to the Applanix methodology used for this project can be found in Appendix C. Applying Trajectory Information The next step in the production of Pictometry’s Oblique Imagery data is the application of the post-processed trajectory data with the oblique imagery. Each image is assigned a new camera center and orientation (exterior orientation or EO) based on the post-processed trajectory. This EO serves as the origin point for all measurements and calculations. Concurrent with the GPS/INS processing, the imagery in RAW format is “developed” to uncompressed TIFF format. During the capture process, Pictometry’s Flight Management System performs real time checks of a variety of parameters, including but not limited to: rapid histogram analysis to detect exposure errors, camera orientation (i.e. roll, pitch, yaw) to ensure perspective, and camera position to ensure coverage. After the development process, the imagery is put through a rigorous QA/QC process whereby images of low quality, due to either improper exposure or sensor artifact, are identified and marked for recapture. Pictometry uses both automated software it has created (proprietary) and human examination when considering whether to reject an image or pass it for production. Pictometry’s Image Processing Department checks for any of dozens of possible defects while assessing the quality of the imagery. Applying DEM Data In order to ensure accurate measurements on single frame images, (i.e. rather than using stereo pairs) it is necessary to incorporate surface data into the imagery. Pictometry applies DEM data to both its oblique and orthogonal frame images and does so using two different techniques. In orthogonal frames, the raw image data is warped and rewritten as a regular rectangular grid. For oblique frames, the original image is left unperturbed in order to preserve the natural perspective; the data behind the image is ‘warped’ to match the image. Orthogonal Frames Pictometry’s Standard Product (i.e. non-orthomosaiced) individual orthogonal frames are ortho rectified using the directly geo-registered EOs, the calibrated camera model parameters, and the best available digital elevation model (DEM). The orthorectification process will be used to remove horizontal displacement caused by terrain height variation, earth curvature, and camera based distortions. The process requires a resampling of the imagery; a cubic-convolution method is utilized to perform this resampling. Oblique Frames Pictometry incorporates DEM data into oblique images using a patented process called a Tessellated Ground Plane (TGP). The TGP can be thought of as a grid of elevation values, each creating a triangular facet similar to a triangular irregular network (TIN), yet not irregular. The TGP is appended to the image in a trailer; the

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density of the TGP can be modified to suit customer needs. A very dense grid will provide the highest degree of accuracy, while a less dense grid will provide for smaller files. The final approved imagery is then put through a verification process wherein common points are compared in the images (tie-points). The calculated coordinates for each tie-point are then checked against those from the other tie-points of the same point in different images. Any anomalous points are investigated to ensure the tie-point is valid and the image data is reprocessed if necessary. A summary of the results for each of the missions is attached in Appendix D. At the conclusion of the data processing, coordinate points may be collected across the project area, in accordance with specifications set forth in FGDC-STD-007.3-1998. If collected, the surveyed points are then compared against the coordinates measured in the imagery captured and produced by Pictometry and a final accuracy statement is then prepared.

Ground Control Surveying Based upon Pictometry’s surveying experience utilizing the National Geodetic Survey (NGS) published control network and CORS stations, the existing NGS published control network is considered adequate to support the absolute horizontal accuracies specified below. No additional high order geodetic surveying networks or additional Ground Control Points (GCPs) were established for purposes of this project unless otherwise noted herein. Published control points utilized for this project are listed in Appendix E.

Summary of Specifications for Orthophotography Overview Pictometry’s AccuPlus certified orthomosaic is a high accuracy orthomosaic generated from the vertical imagery captured by Pictometry’s PentaView Capture System. The imagery is auto correlated, surveyed ground control points are measured, and a bundle adjustment performed to ensure the high level of absolute accuracy. The triangulated frames are then orthorectified to a terrain surface either derived from LiDAR or based on an automated surface extraction directly from the imagery. The resulting ortho frames are then mosaicked using an automated seamline generating algorithm followed by a manual correction process. Bridge decks and elevated roadways are corrected so as to be positioned properly; any instances of severe building lean are also corrected to ensure visibility of ground level transportation features. The photogrammetric mapping control utilized is adequate to support the identified accuracy specifications. This report documents the procedures and accuracies, aircraft positing systems and aerial triangulation statistics of the photogrammetric mapping project. The horizontal and vertical control are based on direct ties to National Geodetic Survey control stations, National Spatial Reference System (NSRS), unless otherwise noted. The horizontal and vertical control used for this project shown. The orthophotography meets the horizontal accuracy of specifications of the contract and are reported at the 95% confidence level as specified in the FGDC Geospatial Positioning Accuracy Standards, Part 3: National Standard for Spatial Data Accuracy (http://www.fgdc.gov/standards/projects/FGDC-standards-projects/accuracy/part3/index_html).

http://www.fgdc.gov/standards/projects/FGDC-standards-projects/accuracy/part3/index_html

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Fully Analytical Aerial Triangulation The digital AGPS/INS aerial photography will be processed with MATCH-AT Automatic Aerial Triangulation software to constrain the digital aerial imagery to the Applanix POSPAC software computed X, Y, Z, omega, phi, and kappa photo center parameters and the photogrammetric mapping survey control points. Bundle adjustments consisting of APGS/INS controlled photo center exposures are constrained to ground control points to compute the following values:

1. RMS automatic points in photo 2. RMS control and manual points in photo 3. RMS control points with default standard deviation set 4. RMS IMU observations 5. RMS GNSS observations 6. Average (weighted) sigma naught

A summary of the Aerotriangulation results is attached in Appendix G.

Production of Orthomosaics Auto-Correlation Automatic aerial triangulation (AAT) was performed on all imagery for use in the production of ortho mosaics. The AAT process makes use of the directly observed exterior orientation (EO) of each exposure, i.e. the position and orientation of each exposure derived from the GPS and INS data in conjunction with ground control points. Pictometry used Inpho’s Match-AT software for the final bundle adjustment. Pictometry reviewed all residuals between control points and tie points, and compared the calculated coordinates of any available check points’ values to actual control. Pictometry reviewed a statistical analysis of the error propagation and theoretical accuracy. If any control points were not within range or statistical analysis indicated weak ties between images, new manual tie points were added to increase the strength of the solution. Control points on the photography were checked against control actually used to ensure that all available control was observed. An initial post process was performed with all control points “set to check” (an unconstrained adjustment) to verify the internal mathematical solution prior to the introduction of the control point values. Control and tie point residuals from the final bundle adjustment were examined and checked against project specifications. The bundle adjustment was also performed with a portion of the GCPs set as check points to verify the accuracy of the aerial triangulation adjustment. The RMSE error of the calculated point coordinates as compared to the surveyed point coordinates are reported. Following the aerial triangulation phase, the nadir imagery was passed into the ortho imagery production phase. This includes orthorectification and mosaicking of individual frames to create a single area-wide image which was be tiled for delivery. Ortho Imagery Production Orthorectified natural color (RGB) images are delivered by Pictometry. Digital Orthorectified images are referenced to the appropriated project datum. Unless otherwise specified, the orthorectified images are

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submitted in uncompressed, untiled, ArcGIS readable, GeoTIFF file format with no internal tiling or overviews. Data was compressed during ANY PHASE of the production process. GeoTIFF files shall include the following GeoTIFF tags and keys: ModelTiepointTag ModelPixelScaleTag GTModelTypeGeoKey GTRasterTypeGeoKey ProjectedCSTypeGeoKey PCSCitationGeoKey ProjLinearUnitsGeoKey Orthorectification To perform the orthorectification, Pictometry utilized the triangulated EOs, the calibrated camera model parameters, and the digital elevation model (DEM). The orthorectification process was used to remove horizontal displacement caused by terrain height variation, earth curvature, and camera based distortions. The orthorectification process required a resampling of the imagery; a cubic-convolution method was utilized to perform this resampling. After ortho rectification, each frame containing a control point measurement was checked against the surveyed coordinates to ensure proper rectification. Color Balancing Consistent radiometry/photometry is recognized as an important characteristic of an ortho mosaic. Pictometry has developed techniques at every step of the process in order to ensure this consistency in its final ortho mosaics. First, Pictometry's PentaView Sensor System is put through a color calibration prior to deployment in order to ensure a consistent response from each sensor in Pictometry's fleet. Next each exposure is carefully monitored and data pertaining to that exposure stored for use during subsequent processing. Prior to ortho rectification, Pictometry applies its proprietary brightness equalization and color balancing software techniques. Both low and high spatial frequency adjustments are applied. Though infrequently the case, following orthorectification, Pictometry has the option to utilize Inpho's Ortho Vista during the mosaicking process if any further correction is deemed desirable. During the review process, final local adjustments of brightness values, color, and contrast based on image content can be performed as necessary Mosaicking The imagery was be aero-triangulated, ortho-rectified, and mosaicked to produce a single seamless ortho-mosaic. The mosaicking portion of the project consisted of two major steps: radiometric balancing and seamline selection. Pictometry utilized both its proprietary software and Inpho’s OrthoVista software package to perform the radiometric balancing. Additionally, local adjustments of brightness values, color, and contrast were performed as necessary. Following radiometric balancing, the OrthoVista software package was utilized to generate automatic seamlines between source frames. The automatically generated seamlines were manually edited to eliminate feature misalignment due to seamlines which pass through features located above the DEM. Pictometry minimized seamlines through buildings and performed manual corrections where seamlines through buildings are unavoidable.

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In addition to editing for geometric considerations, Pictometry also edited seam line placement for aesthetic purposes, including elimination of split vehicles and shadows where possible. During the seam editing process, Pictometry verified that feature alignment across seamlines is 3 pixels or less. Building Correction Features which are elevated with respect to the DEM are subject to scale increase and radial displacement (e.g. building lean). Due to the narrow field of view of Pictometry’s small format camera, building lean is minimized in most cases. Building tilt shall be reduced so that all roads are visible. To the extent possible utilizing the frames available, Pictometry manually corrected buildings which obstruct transportation features due to either scale increase or building lean. Bridge Correction As with buildings and other elevated features, bridges are subject to the effects of scale increase and radial displacement. Pictometry manually corrected bridges as necessary in order to ensure proper planimetric placement and to eliminate distortion due to variances in the DEM below the bridge deck Pictometry has manually corrected bridges as necessary in order to ensure proper planimetric placement and to eliminate distortion due to variances in the DEM below the bridge deck.. Water Bodies In order to preserve uniformity of appearance, Pictometry utilized the seam editing process to attempt to source inland water bodies from a single frame where possible. In areas where this was not possible, Pictometry manually smoothed differences in the color of water bodies and/or apply a single color to said water bodies. Tiling Upon completion of the area wide mosaic Pictometry tiled the imagery. Orthorectified GeoTIFF files represent “tiles” cut at even intervals (e.g. 2500 feet X 2500 feet) and cut at even foot grid lines with no overedge. Tiles are accompanied by an index sheet and shape file suitable for loading into ArcGIS. The index sheet shall include tile boundary and filename. Tiles split by the project boundary are completed to their full extent. File Naming Convention Unless otherwise specified by the client, the ortho tile file names are derived from the southwest corner of each tile and shall be based on the U.S. National Grid. File names will include Grid Zone Designation (GZD), block designator and X and Y grid coordinates truncated to an appropriate value. Metadata Project and File (tile) level metadata describing the ortho imagery production process shall be submitted as a deliverable. Unless otherwise specified by the client, one (1) Project Level Metadata file shall be delivered for each product type with corresponding names. One (1) Tile (File) Level Metadata file shall be delivered for each file (tile) with corresponding names.

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Acronyms and Definitions Accuracyr Horizontal (radial) accuracy at the 95% confidence level, defined by the NSSDA Accuracyz Vertical accuracy at the 95% confidence level, defined by the NSSDA AGPS/INS Airborne GPS/Inertial Navigation System ASFPM Association of State Floodplain Managers ASPRS American Society for Photogrammetry and Remote Sensing CMAS Circular Map Accuracy Standard, defined by the NMAS CP Certified Photogrammetrist (ASPRS) CVA Consolidated Vertical Accuracy, defined by the NDEP and ASPRS DEM Digital Elevation Model (gridded DTM) DTM Digital Terrain Model (mass points and breaklines to map the bare earth terrain) DSM Digital Surface Model (top reflective surface, includes treetops and rooftops) E East FDEM Florida Division of Emergency Management FEMA Federal Emergency Management Agency FGDC Federal Geographic Data Committee FOV Field of View FVA Fundamental Vertical Accuracy, defined by the NDEP and ASPRS LAS LiDAR data format as defined by ASPRS LiDAR Light Detection and Ranging H Height HARN High Accuracy Reference Network (NAD 83/2007) N North NAD 83 North American Datum of 1983 NAVD 88 North American Vertical Datum of 1988 NDEP National Digital Elevation Program NGS National Geodetic Survey NMAS National Map Accuracy Standard NOAA National Oceanic and Atmospheric Administration NSSDA National Standard for Spatial Data Accuracy NSRS National Spatial Reference System OPUS Online Positioning Service Pt-id Photo- control point identifier PID Permanent IDentifier (six character alpha/numeric) PS Photogrammetric Surveyor QA/QC Quality Assurance/Quality Control RMS Root Mean Square RMSEr Horizontal (radial) RMS Error (RMSE) computed from RMSEx and RMSEy RMSEx Horizontal RMS Error (RMSE) in the x-dimension (Easting) RMSEy Horizontal RMS Error (RMSE) in the y-dimension (Northing) RMSEz Vertical RMS Error (RMSE) in the z-dimension (Elevation) RTK Real Time Kinematic Std. Dev Standard Deviation SVA Supplemental Vertical Accuracy, defined by the NDEP and ASPRS TIN Triangulated Irregular Network VMAS Vertical Map Accuracy Standard, defined by the NMAS

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Standard Product Absolute Horizontal Accuracies Background The absolute horizontal accuracy (of features) within a particular frame of Pictometry orthogonal imagery depends on a number of factors. Among these are the accuracy of point location within the image, the accuracy of the ground surface (DEM) used for rectification, and the accuracy of the exposure station coordinates and orientation of the sensor at the time of the exposure (Exterior orientation Parameters). The Position and Orientation System (POS) data provides the Exterior Orientation Parameters of the sensor at the time of exposure in a ground coordinate system. These parameters (commonly referred to as EOs) are primarily derived from the post-processed POS solution, the accuracy of which in turn depends upon the accuracy of the GPS reference station coordinates and the solved vector to the capture system. The absolute horizontal accuracy of individual pixels as measured within individual orthogonal frames is dependent primarily upon the accuracy of the POS solution. In orthogonal imagery, the DEM used for rectification is generally of less significance than the POS solution and the error introduced by the DEM increases as we move away from the nadir point. At the nadir point, the contribution to the horizontal error from the DEM is zero and at the edge of the field of view (FOV) the contribution is at its maximum. For standard Pictometry orthogonal imagery, the maximum horizontal error introduced at the edge of the FOV, due to feature distances from the nadir point, is calculated to be approximately 0.32 times the error in the ground surface.

Summary Conditions that may affect actual accuracies achieved include specific project site conditions, accuracy of the DEM utilized in imagery rectification, GPS and IMU errors, and variability in control station (e.g. CORS network) availability, accuracies and geometry. The areas tested in support of this document are areas with DEMs having nominal vertical accuracy of 1 meter. Therefore, Pictometry's Standard Product Individual Orthogonal Image Frames, orthorectified utilizing a DEM with a nominal vertical accuracy of 1 meter are compiled to meet: 2.5 feet / 0.76 m horizontal accuracy at a 95% confidence interval (3 inches /7.5 cm GSD1) 2.8 feet / 0.85 m horizontal accuracy at a 95% confidence interval (4 inches /10 cm GSD2) 3.2 feet / 0.98 m horizontal accuracy at a 95% confidence interval (6 inches /15 cm GSD2) 4.0 feet / 1.22 m horizontal accuracy at a 95% confidence interval (9 inches /22.5 cm GSD3) 4.8 feet / 1.46 m horizontal accuracy at a 95% confidence interval (12 inches /30 cm GSD3) 1: (Estimated) meets or exceeds NMAS & ASPRS Class 1 at 1”=100’ (1:1200) 2: meets or exceeds NMAS & ASPRS Class 2 at 1”=100’ (1:1200) 3: meets or exceeds NMAS & ASPRS Class 1 at 1”=200’ (1:2400) Due to the impact of DEM error stated previously (“approximately 0.32 times the error in the ground surface”) the following additional absolute horizontal errors may exist in the imagery created utilizing DEMs of the accuracy listed below:

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Assumed Source DEM Error Equivalent Contour Interval of

Source DEM Additional Possible Horizontal

Error from Source DEM NSSDA 95% @ 2.98 feet* 5-foot contour 0 NSSDA 95% @ 5.96 feet 10-foot contour interval 1.9 feet / 0.58 m NSSDA 95% @ 11.92 feet 20-foot contour interval 3.8 feet / 1.16 m NSSDA 95% @ 17.89 feet 30-foot contour interval 5.7 feet / 1.74 m

*Nominal 1-meter DEM Error as utilized in testing.

Standard Product Relative Measurement Accuracies The relative (measurement) accuracy within individual imagery frames is generally independent of the accuracy of an acceptable POS solution as the error in X, Y, and Z position only causes the shift of the image and will not propagate a significant error in ground measured distances within individual image frames. For oblique imagery an error in the X, Y, and Z position creates an error in the distance measurement due to the projection of the field of view across a ground surface that contains some errors. Therefore the accuracy of DEM plays a very important role in determining the accuracy of distance measurement on Pictometry’s oblique imagery. For Pictometry’s 6-inch GSD oblique imagery, the error of distance measurement caused by DEM error is calculated to be approximately 10 feet for a measured distance of 1000 feet when DEM accuracy is ±7m feet (±1.0% of distance measured) while it is 3 feet when DEM accuracy is ±1m (±0.3% of distance measured), assuming that both start and end points have same DEM error and terrain is flat. There is also an error created by the “picking” of the desired points (on each end of the line measured) within the actually imagery frame.

Relative Measurement Accuracies The relative measurement accuracies which can be achieved, when carefully measuring well-defined features within Pictometry’s individually captured orthogonal and oblique frame imagery, can be expressed in a simplified format as follows:

± (1.4 x GSD + 0.3% of distance measured) This equates to the following relative measurement accuracies for a DEM having an estimated error of ±1m: 3 inches /7.5cm GSD Imagery = ± (0.35 feet /11 cm + 0.3% of distance measured) 4 inches /10 cm GSD Imagery = ± (0.47 feet /14 cm + 0.3% of distance measured) 6 inches /15 cm GSD Imagery = ± (0.70 feet /21 cm + 0.3% of distance measured) 9 inches /22.5 cm GSD Imagery = ± (1.05 feet /32 cm + 0.3% of distance measured) 12 inches /30 cm GSD Imagery = ± (1.40 feet /43 cm + 0.3% of distance measured)

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References

ASPRS, 2007, Digital Elevation Model Technologies and Applications: The DEM User’s Manual, 2nd edition, American Society for Photogrammetry and Remote Sensing, Bethesda, MD.

ASPRS, 2004, ASPRS Guidelines, Vertical Accuracy Reporting for LiDAR Data, American Society for Photogrammetry and Remote Sensing, Bethesda, MD, May 24, 2004, http://www.asprs.org/society/committees/lidar/downloads/Vertical_Accuracy_Reporting_for_Lidar_Data.pdf.

Bureau of the Budget, 1947, National Map Accuracy Standards, Office of Management and Budget, Washington, D.C.

FDEM, 2006, Florida GIS, Baseline Specifications for Orthophotography and LiDAR, Appendix B, Terrestrial LiDAR Specifications, Florida Division of Emergency Management, Tallahassee, FL, October, 2006.

FEMA, 2004, Appendix A, Guidance for Aerial Mapping and Surveying, to “Guidelines and Specifications for Flood Hazard Mapping Partners,” Federal Emergency Management Agency, Washington, D.C.

FGCC, 1984, Standards and Specifications for Geodetic Control Networks, Federal Geodetic Control Committee, Silver Spring, MD, reprinted August 1993.

FGCC, 1988, Geometric Geodetic Accuracy Standards and Specifications for Using GPS Relative Positioning Techniques, Federal Geodetic Control Committee, Silver Spring, MD, reprinted with corrections, August, 1989.

FGDC, 1998a, Geospatial Positioning Accuracy Standards, Part I: Reporting Methodology, Federal Geographic Data Committee, c/o USGS, Reston, VA http://www.fgdc.gov/standards/standards_publications/.

FGDC, 1998b, Geospatial Positioning Accuracy Standards, Part 2, Standards for Geodetic Networks, Federal Geographic Data Committee, c/o USGS, Reston, VA, http://www.fgdc.gov/standards/standards_publications/

FGDC, 1998b, Geospatial Positioning Accuracy Standards, Part 3, National Standard for Spatial Data Accuracy, Federal Geographic Data Committee, c/o USGS, Reston, VA, http://www.fgdc.gov/standards/standards_publications/

FGDC, 1998d, Content Standard for Digital Geospatial Metadata (CSDGM), Federal Geographic Data Committee, c/o USGS, Reston, VA, http://www.fgdc.gov/metadata/contstan.html.

NDEP, 2004, Guidelines for Digital Elevation Data, Version 1.0, National Digital Elevation Program, May 10, 2004, http://www.ndep.gov/

NOAA, 1997, Guidelines for Establishing GPS-Derived Ellipsoid Heights (Standards: 2 cm and 5 cm),

NOAA Technical Memorandum NOS NGS-58, November, 1997.

NRC, 2007, Elevation Data for Floodplain Mapping, National Research Council, Washington, D.C.

http://www.asprs.org/society/committees/lidar/downloads/Vertical_Accuracy_Reporting_for_Lidar_Data.pdf

http://www.asprs.org/society/committees/lidar/downloads/Vertical_Accuracy_Reporting_for_Lidar_Data.pdf

http://www.fgdc.gov/standards/standards_publications/



http://www.fgdc.gov/metadata/contstan.html

http://www.ndep.gov/

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Project Summary This report is incomplete without the external hard drives containing the digital orthophotography and oblique photography imagery frame mapping data. A listing of sectors containing imagery frames for this project is in Appendix F. Deliverable Information:

Sector type Sector GSD (average) Sector Count Community

Neighborhood 0

3.6 INCH 1063 0

Image Type Image Count Oblique PSI Ortho PMI OrthoX PMI

81403 30255 1054

Capture Window: Friday, January 24, 2014 - Sunday, March 09, 2014 Tile Projection(s):

System Datum Zone Units US State Plane 1983 North American Datum

1983 Florida Western

Zone US Survey Feet

Source DEM(s): Custom Elevation files were used.

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Summary of Project Absolute Horizontal Accuracies For this project, based upon the testing and in consideration of potential variables due to specific project site conditions, variability in CORS network availability, accuracies and geometry, it can be stated that: Pictometry's 4 inch [10 cm] GSD orthogonal imagery frames are compiled to meet 2.8 feet [85 cm] horizontal accuracy at a 95% confidence interval, which meets or exceeds NMAS & ASPRS Class 2 at 1"=100'.

Summary of Project Relative Measurement Accuracies For this project, the relative measurement accuracies which can be achieved, when carefully measuring well-defined features within Pictometry’s individually captured orthogonal and oblique frame imagery, can be expressed in a simplified format as follows:

± (1.4 x GSD + 0.3% of distance measured) This equates to the following relative measurement accuracies for a DEM having an estimated error of ±1m: 3 inch GSD Imagery = ± (0.35 feet + 0.3% of distance measured) 4 inch GSD Imagery = ± (0.47 feet + 0.3% of distance measured) 6 inch GSD Imagery = ± (0.7 feet + 0.3% of distance measured) 9 inch GSD Imagery = ± (1.05 feet + 0.3% of distance measured) 12 inch GSD Imagery = ± (1.4 feet + 0.3% of distance measured)

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Appendix A: Sector Map

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Flight Plan Map(s)

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Appendix B: Sensor Data

Camera serial Numbers Camera Count: 24

Tail Number Serial Number Camera Orientation N5238K SN20146 Nadir N5238K SN20201 Oblique N5238K SN20092 Oblique N5238K SN20190 Oblique N5238K SN20659 Oblique N51577 SN21087 Nadir N51577 SN20157 Oblique N51577 SN20081 Oblique N51577 SN20150 Oblique N51577 SN20102 Oblique N897LP SN20183 Nadir N897LP SN20189 Oblique N897LP SN20639 Oblique N897LP SN20195 Oblique N897LP SN20105 Oblique N5140D SN20104 Nadir N5140D SN21005 Oblique N5140D SN20148 Oblique N5140D SN20086 Oblique N725SP SN20632 Nadir N725SP SN20193 Oblique N725SP SN20083 Oblique N725SP SN20309 Oblique N725SP SN20281 Oblique

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Mount Orientations Count: 6 Mount Configuration File: \\Xavier\pictometry\Processing Files - Penta\N5238K\N5238K_140112\N5238K_Penta_N5_65mm_140112.txt # This is a mount configuration file TAIL_NUMBER N5238K MOUNT_ORIENTATION PENTA MENU_NAME RIGHT CAMERA_ORIENTATION LANDSCAPE # These are our angles HEADING_OFFSET_ANGLE 0.000000 ROLL_OFFSET_ANGLE 0.000000 PITCH_OFFSET_ANGLE 0.000000 # Lever arms REF_TO_IMU_XYZ 0.000000 0.000000 0.000000 IMU_WRT_REF_RPY 0.000000 0.000000 0.000000 REF_TO_GPS_XYZ 1.280000 0.287000 -1.215000 REF_WRT_CRAFT_RPY 0.000000 0.000000 0.000000 # Distances from imu to penta cameras in frame of aircraft (m) IMU_TO_CAM0_XYZ 0.048000 0.420000 -0.058000 IMU_TO_CAM1_XYZ 0.096000 0.585000 -0.143000 IMU_TO_CAM2_XYZ 0.000000 -0.020000 -0.158000 IMU_TO_CAM3_XYZ -0.138000 0.507000 0.014000 IMU_TO_CAM4_XYZ 0.268000 0.419000 -0.035000 IMU_TO_CAM5_XYZ 0.000000 0.000000 0.000000 # Orientations of penta cameras (degrees) IMU_WRT_CAM0_RPY -0.410442 -0.268558 90.492266 IMU_WRT_CAM1_RPY 49.838265 -0.445729 -179.719587 IMU_WRT_CAM2_RPY -50.115193 0.238588 0.455850 IMU_WRT_CAM3_RPY -0.762631 -50.086662 -89.678714 IMU_WRT_CAM4_RPY 0.040574 49.748711 90.537763 IMU_WRT_CAM5_RPY 0.000000 0.000000 0.000000 # Camera Rotations CAMERA_ROTATION[0] 0 CAMERA_ROTATION[1] 0 CAMERA_ROTATION[2] 0 CAMERA_ROTATION[3] 0 CAMERA_ROTATION[4] 0 CAMERA_ROTATION[5] 0 # Camera Orientations and Aims CAMERA_AIM[0] CENTER CAMERA_AIM[1] RIGHT CAMERA_AIM[2] LEFT CAMERA_AIM[3] FORWARD CAMERA_AIM[4] BACKWARD # Yaw Compensation YAW_COMPENSATION 0 # Authorization ## Camera0 Focal Length = 64.976661 mm Capture Date = 140112 Published by RJM Published Tuesday, January 21, 2014 12:08:21 Workspace = \\beast\Processing\!Alignment Projects\Raw Control Fields\38K\!2013\38K_A_140112\Camera 0.pcw ## Camera1 Focal Length = 84.657034 mm Capture Date = 140112 Published by RJM Published Tuesday, January 21, 2014 12:09:08 Workspace = \\beast\Processing\!Alignment Projects\Raw Control Fields\38K\!2013\38K_A_140112\Camera 1.pcw

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## Camera2 Focal Length = 84.585255 mm Capture Date = 140112 Published by RJM Published Tuesday, January 21, 2014 12:09:39 Workspace = \\beast\Processing\!Alignment Projects\Raw Control Fields\38K\!2013\38K_A_140112\Camera 2.pcw ## Camera3 Focal Length = 84.865470 mm Capture Date = 140112 Published by RJM Published Tuesday, January 21, 2014 12:10:09 Workspace = \\beast\Processing\!Alignment Projects\Raw Control Fields\38K\!2013\38K_A_140112\Camera 3.pcw ## Camera4 Focal Length = 84.577414 mm Capture Date = 140112 Published by RJM Published Tuesday, January 21, 2014 12:10:41 Workspace = \\beast\Processing\!Alignment Projects\Raw Control Fields\38K\!2013\38K_A_140112\Camera 4.pcw Mount Configuration File: \\xavier\Pictometry\Processing Files - Penta\N51577\N51577_140108\N51577_Penta_N5_65mm_140108.txt # This is a mount configuration file TAIL_NUMBER N51577 MOUNT_ORIENTATION PENTA MENU_NAME RIGHT CAMERA_ORIENTATION LANDSCAPE # These are our angles HEADING_OFFSET_ANGLE 0.000000 ROLL_OFFSET_ANGLE 0.000000 PITCH_OFFSET_ANGLE 0.000000 # Lever arms REF_TO_IMU_XYZ 0.000000 0.000000 0.000000 IMU_WRT_REF_RPY 0.000000 0.000000 -90.000000 REF_TO_GPS_XYZ 0.440000 0.142000 -1.065000 REF_WRT_CRAFT_RPY 0.000000 0.000000 0.000000 # Distances from imu to penta cameras in frame of aircraft (m) IMU_TO_CAM0_XYZ 0.042000 0.413000 -0.058000 IMU_TO_CAM1_XYZ 0.112000 0.592000 -0.138000 IMU_TO_CAM2_XYZ 0.000000 -0.026000 -0.153000 IMU_TO_CAM3_XYZ -0.142000 0.421000 0.014000 IMU_TO_CAM4_XYZ 0.286000 0.423000 -0.040000 IMU_TO_CAM5_XYZ 0.000000 0.000000 0.000000 # Orientations of penta cameras (degrees) IMU_WRT_CAM0_RPY -0.444519 -0.396136 90.722683 IMU_WRT_CAM1_RPY 49.553604 -0.606185 -179.801462 IMU_WRT_CAM2_RPY -50.301418 0.137451 0.334536 IMU_WRT_CAM3_RPY -1.159217 -50.345620 -89.577546 IMU_WRT_CAM4_RPY -0.164707 49.692133 90.519439 IMU_WRT_CAM5_RPY 0.000000 0.000000 0.000000 # Camera Rotations CAMERA_ROTATION[0] 0 CAMERA_ROTATION[1] 0 CAMERA_ROTATION[2] 0 CAMERA_ROTATION[3] 0 CAMERA_ROTATION[4] 0 CAMERA_ROTATION[5] 0 # Camera Orientations and Aims CAMERA_AIM[0] CENTER CAMERA_AIM[1] RIGHT CAMERA_AIM[2] LEFT CAMERA_AIM[3] FORWARD CAMERA_AIM[4] BACKWARD # Yaw Compensation YAW_COMPENSATION 0 # Authorization ## Camera0 Focal Length = 64.636424 mm Capture Date = 140108 Published by ANG Published Wednesday, January 15, 2014 01:15:34 Workspace = \\beast\processing\!Alignment Projects\Raw Control Fields\577\!2013\577_F_140108\Camera 0.pcw

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## Camera1 Focal Length = 84.602779 mm Capture Date = 140108 Published by ANG Published Wednesday, January 15, 2014 01:16:08 Workspace = \\beast\processing\!Alignment Projects\Raw Control Fields\577\!2013\577_F_140108\Camera 1.pcw ## Camera2 Focal Length = 84.817359 mm Capture Date = 140108 Published by ANG Published Wednesday, January 15, 2014 01:16:53 Workspace = \\beast\processing\!Alignment Projects\Raw Control Fields\577\!2013\577_F_140108\Camera 2.pcw ## Camera3 Focal Length = 84.796127 mm Capture Date = 140108 Published by ANG Published Wednesday, January 15, 2014 01:17:30 Workspace = \\beast\processing\!Alignment Projects\Raw Control Fields\577\!2013\577_F_140108\Camera 3.pcw ## Camera4 Focal Length = 84.776103 mm Capture Date = 140108 Published by ANG Published Wednesday, January 15, 2014 01:18:17 Workspace = \\beast\processing\!Alignment Projects\Raw Control Fields\577\!2013\577_F_140108\Camera 4.pcw Mount Configuration File: \\xavier\pictometry\Processing Files - Penta\N897LP\N897LP_140115\N897LP_Penta_N5_65mm_140115.txt # This is a mount configuration file TAIL_NUMBER N897LB MOUNT_ORIENTATION PENTA MENU_NAME RIGHT CAMERA_ORIENTATION LANDSCAPE # These are our angles HEADING_OFFSET_ANGLE 0.000000 ROLL_OFFSET_ANGLE 0.000000 PITCH_OFFSET_ANGLE 0.000000 # Lever arms REF_TO_IMU_XYZ 0.000000 0.000000 0.000000 IMU_WRT_REF_RPY 0.000000 0.000000 0.000000 REF_TO_GPS_XYZ 1.303000 0.025000 -1.286000 REF_WRT_CRAFT_RPY 0.000000 0.000000 0.000000 # Distances from imu to penta cameras in frame of aircraft (m) IMU_TO_CAM0_XYZ 0.046000 0.402000 -0.064000 IMU_TO_CAM1_XYZ 0.083000 0.577000 -0.149000 IMU_TO_CAM2_XYZ 0.000000 -0.020000 -0.165000 IMU_TO_CAM3_XYZ -0.136000 0.410000 0.008000 IMU_TO_CAM4_XYZ 0.267000 0.416000 -0.042000 IMU_TO_CAM5_XYZ 0.000000 0.000000 0.000000 # Orientations of penta cameras (degrees) IMU_WRT_CAM0_RPY -0.085519 -0.002718 90.038475 IMU_WRT_CAM1_RPY 50.118187 0.327543 -179.927104 IMU_WRT_CAM2_RPY -49.960898 -0.279495 -0.231082 IMU_WRT_CAM3_RPY 0.437795 -49.850492 -90.457429 IMU_WRT_CAM4_RPY -0.539818 49.575740 89.705183 IMU_WRT_CAM5_RPY 0.000000 0.000000 0.000000 # Camera Rotations CAMERA_ROTATION[0] 0 CAMERA_ROTATION[1] 0 CAMERA_ROTATION[2] 0 CAMERA_ROTATION[3] 0 CAMERA_ROTATION[4] 0 CAMERA_ROTATION[5] 0 # Camera Orientations and Aims # Yaw Compensation YAW_COMPENSATION 0 # Authorization ## Camera0 Focal Length = 64.689974 mm Capture Date = 140115 Published by ANG Published Tuesday, January 21, 2014 01:17:24 Workspace = \\beast\Processing\!Alignment Projects\Daily Control Field Projects\7LP\!2014\FLCAPE_PENTA_7LP_B_140115_ANGLES\Camera 0.pcw ## Camera1 Focal Length = 84.644262 mm Capture Date = 140115 Published by ANG Published Tuesday, January 21, 2014 01:18:06 Workspace = \\beast\Processing\!Alignment Projects\Daily Control Field Projects\7LP\!2014\FLCAPE_PENTA_7LP_B_140115_ANGLES\Camera 1.pcw

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## Camera2 Focal Length = 84.573921 mm Capture Date = 140115 Published by ANG Published Tuesday, January 21, 2014 01:18:31 Workspace = \\beast\Processing\!Alignment Projects\Daily Control Field Projects\7LP\!2014\FLCAPE_PENTA_7LP_B_140115_ANGLES\Camera 2.pcw ## Camera3 Focal Length = 84.758715 mm Capture Date = 140115 Published by ANG Published Tuesday, January 21, 2014 01:18:58 Workspace = \\beast\Processing\!Alignment Projects\Daily Control Field Projects\7LP\!2014\FLCAPE_PENTA_7LP_B_140115_ANGLES\Camera 3.pcw ## Camera4 Focal Length = 84.430376 mm Capture Date = 140115 Published by ANG Published Tuesday, January 21, 2014 01:19:24 Workspace = \\beast\Processing\!Alignment Projects\Daily Control Field Projects\7LP\!2014\FLCAPE_PENTA_7LP_B_140115_ANGLES\Camera 4.pcw Mount Configuration File: \\xavier\Pictometry\Processing Files - Penta\N5140D\N5140D_140210\N5140D_Penta_N5_65mm_140210.txt # This is a mount configuration file TAIL_NUMBER N5140D MOUNT_ORIENTATION PENTA MENU_NAME RIGHT CAMERA_ORIENTATION LANDSCAPE # These are our angles HEADING_OFFSET_ANGLE 0.000000 ROLL_OFFSET_ANGLE 0.000000 PITCH_OFFSET_ANGLE 0.000000 # Lever arms REF_TO_IMU_XYZ 0.000000 0.000000 0.000000 IMU_WRT_REF_RPY 0.000000 0.000000 180.000000 REF_TO_GPS_XYZ 0.445000 0.153000 -1.074000 REF_WRT_CRAFT_RPY 0.000000 0.000000 0.000000 # Distances from imu to penta cameras in frame of aircraft (m) IMU_TO_CAM0_XYZ 0.066000 0.415000 -0.064000 IMU_TO_CAM1_XYZ 0.108000 0.580000 -0.149000 IMU_TO_CAM2_XYZ 0.000000 -0.020000 -0.165000 IMU_TO_CAM3_XYZ -0.172000 0.417000 0.008000 IMU_TO_CAM4_XYZ 0.285000 0.420000 -0.037000 IMU_TO_CAM5_XYZ 0.000000 0.000000 0.000000 # Orientations of penta cameras (degrees) IMU_WRT_CAM0_RPY -0.578302 -0.275334 89.461196 IMU_WRT_CAM1_RPY 49.664263 0.351314 179.614962 IMU_WRT_CAM2_RPY -50.057483 -0.170086 0.049384 IMU_WRT_CAM3_RPY -0.341656 -50.158166 -90.304029 IMU_WRT_CAM4_RPY -0.864522 49.844371 89.613446 IMU_WRT_CAM5_RPY 0.000000 0.000000 0.000000 # Camera Rotations CAMERA_ROTATION[0] 0 CAMERA_ROTATION[1] 0 CAMERA_ROTATION[2] 0 CAMERA_ROTATION[3] 0 CAMERA_ROTATION[4] 0 CAMERA_ROTATION[5] 0 # Camera Orientations and Aims CAMERA_AIM[0] CENTER CAMERA_AIM[1] RIGHT CAMERA_AIM[2] LEFT CAMERA_AIM[3] FORWARD CAMERA_AIM[4] BACKWARD # Yaw Compensation YAW_COMPENSATION 0 # Authorization ## Camera0 Focal Length = 64.555362 mm Capture Date = 140210 Published by SEZ Published Thursday, February 13, 2014 15:10:43 Workspace = \\beast\processing\!Alignment Projects\Daily Control Field Projects\40D\!2014\FLCAPE_Penta_40D_C_140210_Angles\Camera 0.pcw

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## Camera1 Focal Length = 84.724241 mm Capture Date = 140210 Published by SEZ Published Thursday, February 13, 2014 15:11:31 Workspace = \\beast\processing\!Alignment Projects\Daily Control Field Projects\40D\!2014\FLCAPE_Penta_40D_C_140210_Angles\Camera 1.pcw ## Camera2 Focal Length = 84.701862 mm Capture Date = 140210 Published by SEZ Published Thursday, February 13, 2014 15:12:12 Workspace = \\beast\processing\!Alignment Projects\Daily Control Field Projects\40D\!2014\FLCAPE_Penta_40D_C_140210_Angles\Camera 2.pcw ## Camera3 Focal Length = 84.774610 mm Capture Date = 140210 Published by SEZ Published Thursday, February 13, 2014 15:12:49 Workspace = \\beast\processing\!Alignment Projects\Daily Control Field Projects\40D\!2014\FLCAPE_Penta_40D_C_140210_Angles\Camera 3.pcw ## Camera4 Focal Length = 84.766888 mm Capture Date = 140210 Published by SEZ Published Thursday, February 13, 2014 15:13:25 Workspace = \\beast\processing\!Alignment Projects\Daily Control Field Projects\40D\!2014\FLCAPE_Penta_40D_C_140210_Angles\Camera 4.pcw Mount Configuration File: \\Xavier\pictometry\Processing Files - Penta\N725SP\N725SP_131227\N725SP_Penta_N5_65mm_131227.txt # This is a mount configuration file TAIL_NUMBER N725SP MOUNT_ORIENTATION PENTA MENU_NAME RIGHT CAMERA_ORIENTATION LANDSCAPE # These are our angles HEADING_OFFSET_ANGLE 0.000000 ROLL_OFFSET_ANGLE 0.000000 PITCH_OFFSET_ANGLE 0.000000 # Lever arms REF_TO_IMU_XYZ 0.000000 0.000000 0.000000 IMU_WRT_REF_RPY 0.000000 0.000000 -90.000000 REF_TO_GPS_XYZ 1.305000 0.010000 -1.250000 REF_WRT_CRAFT_RPY 0.000000 0.000000 0.000000 # Distances from imu to penta cameras in frame of aircraft (m) IMU_TO_CAM0_XYZ 0.061000 0.437000 -0.058000 IMU_TO_CAM1_XYZ 0.102000 0.610000 -0.143000 IMU_TO_CAM2_XYZ 0.000000 -0.020000 -0.158000 IMU_TO_CAM3_XYZ -0.133000 0.437000 0.014000 IMU_TO_CAM4_XYZ 0.281000 0.446000 -0.035000 IMU_TO_CAM5_XYZ 0.000000 0.000000 0.000000 # Orientations of penta cameras (degrees) IMU_WRT_CAM0_RPY -0.778407 -0.520256 90.975170 IMU_WRT_CAM1_RPY 49.023484 -0.682521 -179.924368 IMU_WRT_CAM2_RPY -50.130974 0.281379 0.670121 IMU_WRT_CAM3_RPY -1.616854 -50.270680 -89.119479 IMU_WRT_CAM4_RPY 0.017369 49.413213 90.979816 IMU_WRT_CAM5_RPY 0.000000 0.000000 0.000000 # Camera Rotations CAMERA_ROTATION[0] 0 CAMERA_ROTATION[1] 0 CAMERA_ROTATION[2] 0 CAMERA_ROTATION[3] 0 CAMERA_ROTATION[4] 0 CAMERA_ROTATION[5] 0 # Camera Orientations and Aims CAMERA_AIM[0] CENTER CAMERA_AIM[1] RIGHT CAMERA_AIM[2] LEFT CAMERA_AIM[3] FORWARD CAMERA_AIM[4] BACKWARD # Yaw Compensation YAW_COMPENSATION 0 # Authorization

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## Camera4 Focal Length = 84.728170 mm Capture Date = 131227 Published by SJC Published Thursday, January 02, 2014 13:57:49 Workspace = \\beast\Processing\!Alignment Projects\Raw Control Fields\5SP\!2013\5SP_C_131227\Camera 4.pcw ## Camera3 Focal Length = 84.415945 mm Capture Date = 131227 Published by SJC Published Thursday, January 02, 2014 13:58:13 Workspace = \\beast\Processing\!Alignment Projects\Raw Control Fields\5SP\!2013\5SP_C_131227\Camera 3.pcw ## Camera2 Focal Length = 84.700297 mm Capture Date = 131227 Published by SJC Published Thursday, January 02, 2014 13:58:44 Workspace = \\beast\Processing\!Alignment Projects\Raw Control Fields\5SP\!2013\5SP_C_131227\Camera 2.pcw ## Camera1 Focal Length = 84.720290 mm Capture Date = 131227 Published by SJC Published Thursday, January 02, 2014 13:59:06 Workspace = \\beast\Processing\!Alignment Projects\Raw Control Fields\5SP\!2013\5SP_C_131227\Camera 1.pcw ## Camera0 Focal Length = 64.684234 mm Capture Date = 131227 Published by SJC Published Thursday, January 02, 2014 13:59:30 Workspace = \\beast\Processing\!Alignment Projects\Raw Control Fields\5SP\!2013\5SP_C_131227\Camera 0.pcw Mount Configuration File: \\xavier\Pictometry\Processing Files - Penta\N5238K\N5238K_140211\N5238K_Penta_N5_65mm_140211.txt # This is a mount configuration file TAIL_NUMBER N5238K MOUNT_ORIENTATION PENTA MENU_NAME RIGHT CAMERA_ORIENTATION LANDSCAPE # These are our angles HEADING_OFFSET_ANGLE 0.000000 ROLL_OFFSET_ANGLE 0.000000 PITCH_OFFSET_ANGLE 0.000000 # Lever arms REF_TO_IMU_XYZ 0.000000 0.000000 0.000000 IMU_WRT_REF_RPY 0.000000 0.000000 0.000000 REF_TO_GPS_XYZ 1.280000 0.287000 -1.215000 REF_WRT_CRAFT_RPY 0.000000 0.000000 0.000000 # Distances from imu to penta cameras in frame of aircraft (m) IMU_TO_CAM0_XYZ 0.048000 0.420000 -0.058000 IMU_TO_CAM1_XYZ 0.096000 0.585000 -0.143000 IMU_TO_CAM2_XYZ 0.000000 -0.020000 -0.158000 IMU_TO_CAM3_XYZ -0.138000 0.507000 0.014000 IMU_TO_CAM4_XYZ 0.268000 0.419000 -0.035000 IMU_TO_CAM5_XYZ 0.000000 0.000000 0.000000 # Orientations of penta cameras (degrees) IMU_WRT_CAM0_RPY -0.430860 -0.285547 90.518397 IMU_WRT_CAM1_RPY 49.827654 -0.477686 -179.738518 IMU_WRT_CAM2_RPY -50.115813 0.244403 0.457890 IMU_WRT_CAM3_RPY -0.781897 -50.088896 -89.616095 IMU_WRT_CAM4_RPY 0.058427 49.737955 90.555390 IMU_WRT_CAM5_RPY 0.000000 0.000000 0.000000 # Camera Rotations CAMERA_ROTATION[0] 0 CAMERA_ROTATION[1] 0 CAMERA_ROTATION[2] 0 CAMERA_ROTATION[3] 0 CAMERA_ROTATION[4] 0 CAMERA_ROTATION[5] 0 # Camera Orientations and Aims CAMERA_AIM[0] CENTER CAMERA_AIM[1] RIGHT CAMERA_AIM[2] LEFT CAMERA_AIM[3] FORWARD CAMERA_AIM[4] BACKWARD # Yaw Compensation YAW_COMPENSATION 0

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# Authorization ## Camera0 Focal Length = 64.976661 mm Capture Date = 140211 Published by ADS Published Monday, February 17, 2014 23:31:07 Workspace = \\beast\Processing\!Alignment Projects\Raw Control Fields\38K\!2014\38K_C_140211\Camera 0.pcw ## Camera4 Focal Length = 84.577414 mm Capture Date = 140211 Published by ADS Published Monday, February 17, 2014 23:31:35 Workspace = \\beast\Processing\!Alignment Projects\Raw Control Fields\38K\!2014\38K_C_140211\Camera 4.pcw ## Camera3 Focal Length = 84.865470 mm Capture Date = 140211 Published by ADS Published Monday, February 17, 2014 23:31:57 Workspace = \\beast\Processing\!Alignment Projects\Raw Control Fields\38K\!2014\38K_C_140211\Camera 3.pcw ## Camera2 Focal Length = 84.585255 mm Capture Date = 140211 Published by ADS Published Monday, February 17, 2014 23:32:23 Workspace = \\beast\Processing\!Alignment Projects\Raw Control Fields\38K\!2014\38K_C_140211\Camera 2.pcw ## Camera1 Focal Length = 84.657034 mm Capture Date = 140211 Published by ADS Published Monday, February 17, 2014 23:32:43 Workspace = \\beast\Processing\!Alignment Projects\Raw Control Fields\38K\!2014\38K_C_140211\Camera 1.pcw

Camera Calibration Reports Count: 30 Camera Calibration File: \\Xavier\pictometry\Processing Files - Penta\N5238K\N5238K_140112\131021_SN201463_65mm_18421_EOIO.txt EO/IO Summary (22/10/2013 9:51am) Project Name: X:\29MP 2013-2014\Shot\131021_SN201463_65mm_18421\131021_SN201463_65mm_18421.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29MP 65mm, ID: default Calibration Date: 22/10/2013 9:51am Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 64.976661 mm xp = -0.243291 mm yp = 0.073853 mm K1 = 8.3855e-006 K2 = -6.9055e-009 K3 = -2.6156e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 20.5mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 15.tif 436.8444 74.5866 49.3453 0.25810385 0.01994107 -2.28671724 # 1 14.tif 461.5853 88.5439 -56.2423 0.35886889 0.00426997 -0.78341830 # 1 12.tif 8.7011 5.0280 -226.3966 0.00690955 0.18521995 0.00985846 # 1 13.tif 468.3466 94.4672 -242.8784 0.35107064 0.12617563 -0.79328586 # 1 11.tif -0.0000 0.0000 -0.0000 0.00000000 -0.00000000 0.00000000 # 1 10.tif 39.1535 4.9770 89.6401 0.11039502 -0.07456932 -1.55498139 # 1 9.tif -244.7857 63.9865 84.9713 -0.17224453 -0.00477081 -1.57989443 # 1 8.tif -309.9124 79.1548 -28.3415 -0.20685384 0.01230090 0.00327769 # 1 7.tif -305.0401 82.4083 -231.4003 -0.23169820 0.19870880 0.00584811 # 1 6.tif -691.7416 178.0285 -233.1794 -0.52803318 0.20386980 -0.00876095 # 1 5.tif -697.8888 174.2540 -9.6279 -0.54602116 0.02036751 0.02801133 # 1 4.tif -628.8811 132.4865 83.0932 -0.44358356 -0.04959040 -1.57769443

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# 1 3.tif -998.6666 422.9801 160.7587 -0.73674767 -0.11006199 0.42186544 # 1 2.tif -1009.5568 438.6286 -28.4590 -0.79640581 0.01782894 0.91953540 # 1 1.tif -987.5569 428.1921 -253.2714 -0.79439453 0.16061118 0.93190171 Camera Image Omega Phi Kappa # 1 15.tif 1.59142036 0.25805137 -2.29198112 # 1 14.tif 1.57535682 0.35886547 -0.78502001 # 1 12.tif 1.75602060 0.00679136 0.00858596 # 1 13.tif 1.70507273 0.34816071 -0.83934160 # 1 11.tif 1.57079633 0.00000000 0.00000000 # 1 10.tif 1.49577200 0.11008699 -1.54672354 # 1 9.tif 1.56595386 -0.17224255 -1.58072440 # 1 8.tif 1.58336515 -0.20683796 0.00585903 # 1 7.tif 1.77481263 -0.22705806 0.05238899 # 1 6.tif 1.80571739 -0.51599571 0.10878541 # 1 5.tif 1.59462798 -0.54589513 0.04038604 # 1 4.tif 1.51590244 -0.44299949 -1.60124408 # 1 3.tif 1.42268563 -0.73127238 0.32255270 # 1 2.tif 1.59628962 -0.79624335 0.93775824 # 1 1.tif 1.79800532 -0.78137648 1.09331041 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 15.tif -0.63841265 -0.15297625 -0.75433915 0.72615688 0.20523482 -0.65618202 0.25519693 -0.96668347 -0.01993974 14.tif 0.66231149 0.25165937 -0.70569898 0.66181076 0.24502206 0.70849891 0.35121221 -0.93628615 -0.00426995 12.tif 0.99994008 0.00509367 0.00968968 -0.00858565 -0.18421750 0.98284800 0.00679131 -0.98287230 -0.18416273 13.tif 0.62787699 0.32546278 -0.70699680 0.69955264 0.16219297 0.69593071 0.34116945 -0.93154035 -0.12584111 11.tif 1.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 1.00000000 0.00000000 -1.00000000 0.00000000 10.tif 0.02392475 -0.07229519 -0.99709629 0.99365856 0.11132815 0.01577033 0.10986476 -0.99115057 0.07450023 9.tif -0.00978101 -0.00314066 -0.99994723 0.98515434 -0.17142976 -0.00909788 -0.17139215 -0.98519134 0.00477079 8.tif 0.97866838 -0.20542018 0.00327744 -0.00573412 -0.01136513 0.99991897 -0.20536629 -0.97860788 -0.01230059 7.tif 0.97299610 -0.23075033 0.00573300 -0.05102097 -0.19078246 0.98030552 -0.22511207 -0.95412595 -0.19740370 6.tif 0.86466021 -0.50228390 -0.00857941 -0.09443523 -0.17929263 0.97925285 -0.49340116 -0.84591078 -0.20246050 5.tif 0.85396600 -0.51957480 0.02800186 -0.03450707 -0.00285386 0.99940038 -0.51918334 -0.85442020 -0.02036611 4.tif -0.02750438 -0.04181109 -0.99874689 0.90305124 -0.42947759 -0.00688957 -0.42865134 -0.90210910 0.04957008 3.tif 0.70593994 -0.57966507 0.40698552 -0.23594267 0.34933233 0.90680647 -0.66781724 -0.73617615 0.10983992 2.tif 0.41376088 -0.44324820 0.79519367 -0.56387729 0.56097523 0.60609339 -0.71473375 -0.69916938 -0.01782799 1.tif 0.32625353 -0.51538654 0.79242372 -0.63053967 0.50589523 0.58863380 -0.70425731 -0.69169844 -0.15992155 ______________________________________________________________________________________________________ Camera Calibration File: \\Xavier\pictometry\Processing Files - Penta\N5238K\N5238K_140112\131022_SN202017_86mm_15845_EOIO.txt EO/IO Summary (22/10/2013 14:57pm) Project Name: W:\Penta Camera Calibrations\29MP 2013-2014\Shot\131022_SN202017_86mm_15845\131022_SN202017_86mm_15845.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29MP 85mm, ID: default Calibration Date: 22/10/2013 14:57pm Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm

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c = 84.657034 mm xp = -0.206458 mm yp = -0.224103 mm K1 = 5.4257e-006 K2 = -2.1220e-008 K3 = 4.1164e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 21.3mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 1.tif -285.3516 86.3658 -525.8029 -0.10641206 0.24406904 0.23511319 # 1 2.tif -197.8563 58.6370 -355.5802 -0.08484838 0.16843112 0.21447713 # 1 3.tif 0.0000 0.0000 -0.0000 -0.00000000 -0.00000000 -0.00000000 # 1 4.tif 548.9372 57.7051 -313.1944 0.18027024 0.12267693 -1.92711278 # 1 6.tif 290.6672 112.2835 -801.0557 0.09041635 0.30497211 -0.36311750 # 1 5.tif 357.3144 105.6869 -613.8486 0.11921829 0.27376423 -0.37239915 # 1 7.tif 918.3610 273.4413 -1093.7405 0.34181373 0.42477643 -0.35911595 # 1 9.tif 1196.3324 205.6174 -623.9051 0.42486489 0.21584568 -1.97115893 # 1 8.tif 999.9295 244.3443 -930.5171 0.36067053 0.39976700 -0.36371013 # 1 12.tif 1344.3985 684.2422 -1248.1977 0.55661775 0.47711729 -0.30220522 # 1 10.tif 1638.9841 653.7580 -770.5055 0.70806195 0.30256221 -1.84954143 # 1 11.tif 1429.5531 653.4900 -1074.3641 0.57491582 0.41709530 -0.30028315 # 1 13.tif 1817.4179 1183.3443 -1408.3750 0.87634247 0.62980950 -0.88291398 # 1 15.tif 1971.8528 1052.8080 -1028.8942 0.84329081 0.37146034 2.55142225 # 1 14.tif 1902.1978 1148.7687 -1232.2703 0.84991630 0.49884088 -0.77680151 Camera Image Omega Phi Kappa # 1 1.tif 1.81619885 -0.10324687 0.26091976 # 1 2.tif 1.73982407 -0.08364486 0.22873403 # 1 3.tif 1.57079633 -0.00000000 -0.00000000 # 1 4.tif 1.69547324 0.17890074 -1.94941076 # 1 6.tif 1.87694272 0.08623349 -0.39033401 # 1 5.tif 1.84642034 0.11475863 -0.40477296 # 1 7.tif 2.01838760 0.31036670 -0.50470114 # 1 9.tif 1.80696257 0.41439138 -2.06775386 # 1 8.tif 1.99495725 0.33109210 -0.50946454 # 1 12.tif 2.11770647 0.48851636 -0.58053682 # 1 10.tif 1.96068235 0.66978932 -2.09932252 # 1 11.tif 2.05656926 0.52030751 -0.55697184 # 1 13.tif 2.42102014 0.66998886 -1.49845442 # 1 15.tif 2.10068909 0.76967252 2.16434752 # 1 14.tif 2.26083109 0.72039173 -1.27540884 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 1.tif 0.96100813 -0.15926466 0.22604897 -0.25659555 -0.20893315 0.94366608 -0.10306353 -0.96487393 -0.24165306 2.tif 0.97054910 -0.11835557 0.20982472 -0.22595197 -0.14516855 0.96326102 -0.08354736 -0.98230242 -0.16763588 3.tif 1.00000000 -0.00000000 -0.00000000 0.00000000 0.00000000 1.00000000 -0.00000000 -1.00000000 0.00000000 4.tif -0.36373400 0.05028216 -0.93014476 0.91434791 0.21002730 -0.34620288 0.17794797 -0.97640168 -0.12236946 6.tif 0.92134571 0.19062164 -0.33880004 0.37908347 -0.24746960 0.89165830 0.08612665 -0.94995905 -0.30026657 5.tif 0.91314580 0.20845548 -0.35030138 0.39121977 -0.20676379 0.89676966 0.11450691 -0.95592628 -0.27035739 7.tif 0.83349772 0.45027167 -0.32021396 0.46044284 -0.24570280 0.85300793 0.30540784 -0.85842038 -0.41211709

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9.tif -0.43640164 0.01904622 -0.89955036 0.80463679 0.45565426 -0.38070834 0.40263290 -0.88995305 -0.21417356 8.tif 0.82559100 0.45936474 -0.32769428 0.46122131 -0.21479754 0.86089310 0.32507601 -0.86188517 -0.38920372 12.tif 0.73836183 0.62041983 -0.26438804 0.48431808 -0.21498913 0.84806584 0.46931631 -0.75422736 -0.45922031 10.tif -0.39531680 0.03865937 -0.91773094 0.67698310 0.68753785 -0.26265107 0.62082084 -0.72511872 -0.29796701 11.tif 0.73652703 0.61999536 -0.27043241 0.45866417 -0.16392722 0.87335849 0.49714698 -0.76728979 -0.40510649 13.tif 0.05665421 0.77907752 -0.62436249 0.78177845 0.35434609 0.51308995 0.62097725 -0.51718185 -0.58899082 15.tif -0.40166091 -0.75483529 0.51854817 -0.59530796 -0.21506423 -0.77418074 0.69590010 -0.61965399 -0.36297656 14.tif 0.21878339 0.75709954 -0.61557625 0.71899741 0.30141508 0.62625208 0.65967912 -0.57961128 -0.47840800 ______________________________________________________________________________________________________ Camera Calibration File: \\Xavier\pictometry\Processing Files - Penta\N5238K\N5238K_140112\131022_SN200925_86mm_18607_EOIO.txt EO/IO Summary (22/10/2013 14:45pm) Project Name: W:\Penta Camera Calibrations\29MP 2013-2014\Shot\131022_SN200925_86mm_18607\131022_SN200925_86mm_18607.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29MP 85mm, ID: default Calibration Date: 22/10/2013 14:45pm Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 84.585255 mm xp = -0.070282 mm yp = -0.220823 mm K1 = 5.0011e-006 K2 = -2.1957e-008 K3 = 4.2068e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 20.5mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 1.tif 522.6111 103.0411 342.2023 0.13938672 -0.11742005 2.77637890 # 1 4.tif 0.0000 0.0000 -0.0000 0.00000000 0.00000000 0.00000000 # 1 3.tif 610.3394 79.8085 0.6170 0.17860404 0.03706395 -0.53888844 # 1 5.tif 4.6409 9.1517 169.3115 -0.08975820 -0.05224302 0.00952247 # 1 6.tif 33.7324 25.7007 462.7403 0.00289881 -0.16927814 -1.46318265 # 1 2.tif 593.6575 109.2570 137.5965 0.23661298 -0.04312605 -0.50130655 # 1 7.tif -421.7131 80.5431 449.0732 -0.32800523 -0.16182376 -1.54418496 # 1 8.tif -475.1321 77.5705 138.1578 -0.28946767 -0.00659416 0.05506375 # 1 10.tif -972.6490 345.8620 -35.0136 -0.66200603 0.03675611 -0.02506436 # 1 11.tif -976.8345 363.6328 144.3511 -0.64661976 -0.03646563 0.02906888 # 1 9.tif -468.4302 64.1813 -10.3722 -0.28269343 0.03758644 -0.00690470 # 1 12.tif -997.2141 409.8490 422.7455 -0.60924170 -0.15615864 -1.46163473 # 1 13.tif -1363.6835 753.3673 427.8685 -0.79735360 -0.18669060 0.41144110 # 1 15.tif -1362.0372 716.6034 -69.8729 -0.77388833 0.05898500 0.77687270 # 1 14.tif -1364.0799 725.3920 42.6490 -0.76622207 0.02972467 0.76387280 Camera Image Omega Phi Kappa # 1 1.tif 1.45223701 0.13842073 2.79281321 # 1 4.tif 1.57079633 0.00000000 -0.00000000 # 1 3.tif 1.60845884 0.17848006 -0.54557788 # 1 5.tif 1.51834253 -0.08963540 0.00482277 # 1 6.tif 1.40151749 0.00285738 -1.46269428

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# 1 2.tif 1.52643584 0.23638879 -0.49091117 # 1 7.tif 1.40003095 -0.32356262 -1.59895833 # 1 8.tif 1.56391593 -0.28946119 0.05309980 # 1 10.tif 1.61738342 -0.66147976 0.00356629 # 1 11.tif 1.52511873 -0.64611801 0.00155460 # 1 9.tif 1.60993477 -0.28248828 0.00401014 # 1 12.tif 1.38112277 -0.60077588 -1.56973539 # 1 13.tif 1.30672766 -0.77971534 0.22358265 # 1 15.tif 1.65317884 -0.77219021 0.83441826 # 1 14.tif 1.61203866 -0.76579704 0.79246677 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 1.tif -0.93080157 -0.08833828 0.35468970 -0.33848219 -0.15798356 -0.92761576 0.13797912 -0.98348235 0.11715041 4.tif 1.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 1.00000000 0.00000000 -1.00000000 -0.00000000 3.tif 0.84124835 0.17119223 -0.51282983 0.51066907 0.05987187 0.85769019 0.17753398 -0.98341679 -0.03705547 5.tif 0.99597385 -0.08913841 0.00950933 -0.00480339 0.05286025 0.99859037 -0.08951542 -0.99461557 0.05221926 6.tif 0.10789118 -0.16718423 -0.98000455 0.99415860 0.02097676 0.10587090 0.00285737 -0.98570249 0.16847085 2.tif 0.85737796 0.18542682 -0.48012490 0.45831920 0.14940594 0.87614004 0.23419338 -0.97123363 0.04311268 7.tif -0.02669711 -0.16104665 -0.98658565 0.94773277 -0.31798267 0.02626059 -0.31794632 -0.93431847 0.16111841 8.tif 0.95704698 -0.28466164 0.05503473 -0.05086682 0.02201976 0.99846267 -0.28543587 -0.95837513 0.00659411 10.tif 0.78907909 -0.61378087 -0.02504481 -0.00281410 -0.04438160 0.99901069 -0.61428518 -0.78822796 -0.03674784 11.tif 0.79842616 -0.60139175 0.02904547 -0.00124123 0.04659669 0.99891301 -0.60209147 -0.79759433 0.03645755 9.tif 0.96035709 -0.27868736 -0.00689976 -0.00385118 -0.03801119 0.99926989 -0.27874616 -0.95962936 -0.03757759 12.tif 0.00087516 -0.18912718 -0.98195221 0.82489681 -0.55494445 0.10761929 -0.56528267 -0.81010343 0.15552474 13.tif 0.69341362 -0.60393975 0.39298133 -0.15767134 0.40499928 0.90061942 -0.70307702 -0.68646367 0.18560803 15.tif 0.48112999 -0.52796492 0.69983354 -0.53077336 0.45991502 0.71186924 -0.69770594 -0.71395464 -0.05895080 14.tif 0.50608829 -0.51557347 0.69141785 -0.51329402 0.46418874 0.72184351 -0.69311175 -0.72021720 -0.02972029 ______________________________________________________________________________________________________ Camera Calibration File: \\Xavier\pictometry\Processing Files - Penta\N5238K\N5238K_140112\131022_SN201909_86mm_18823_EOIO.txt EO/IO Summary (22/10/2013 13:02pm) Project Name: X:\29MP 2013-2014\Shot\131022_SN201909_86mm_18823\131022_SN201909_86mm_18823.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29MP 85mm, ID: default Calibration Date: 22/10/2013 13:02pm Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 84.865470 mm xp = -0.014412 mm yp = 0.166685 mm K1 = 4.5792e-006 K2 = -3.0652e-008 K3 = 5.2662e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000

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Maximum observational radial distance encountered: 21.2mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 1.tif -113.2430 -9.4266 -141.8494 -0.01680465 0.05144559 0.02567308 # 1 2.tif -0.0000 0.0000 -0.0000 0.00000000 0.00000000 -0.00000000 # 1 3.tif 303.0256 22.0801 352.4071 0.13579934 -0.04875663 -0.37769080 # 1 4.tif 810.3714 59.7012 -103.7532 0.29804206 0.05033854 -2.16088857 # 1 5.tif 535.2101 32.8005 -395.5814 0.17737649 0.14413123 -0.68141224 # 1 6.tif 425.8129 25.8741 -559.3562 0.15848796 0.18175200 -0.69073245 # 1 7.tif 967.7804 280.9958 -999.8181 0.42851784 0.36558332 -0.64074067 # 1 8.tif 1100.1138 289.6434 -832.2079 0.43897784 0.35514427 -0.59438518 # 1 9.tif 1377.6642 334.4829 -568.6777 0.43977472 0.20039847 -2.18156902 # 1 10.tif 1696.9629 794.7139 -843.7938 0.82496581 0.42048140 -2.01833293 # 1 11.tif 1453.0064 749.1738 -1113.7102 0.72275211 0.46217463 -0.49089219 # 1 12.tif 1310.3170 733.0345 -1293.7385 0.68813857 0.51275356 -0.45286192 # 1 13.tif 1653.0876 1351.2819 -1594.6385 0.88614667 0.67241289 -0.88601452 # 1 14.tif 1776.0518 1356.8820 -1431.5168 0.92174176 0.61937157 -0.87285434 # 1 15.tif 1877.0836 1251.7779 -1210.3911 1.02086232 0.50914177 2.46579100 Camera Image Omega Phi Kappa # 1 1.tif 1.62224917 -0.01678242 0.02653730 # 1 2.tif 1.57079633 0.00000000 -0.00000000 # 1 3.tif 1.52158737 0.13563696 -0.37103141 # 1 4.tif 1.62345229 0.29765296 -2.17634442 # 1 5.tif 1.71719259 0.17551806 -0.70715422 # 1 6.tif 1.75480372 0.15585590 -0.71961389 # 1 7.tif 1.96913997 0.39852942 -0.80262500 # 1 8.tif 1.95965024 0.40987205 -0.75622568 # 1 9.tif 1.79162074 0.43037928 -2.27495531 # 1 10.tif 2.15343595 0.73493915 -2.43439043 # 1 11.tif 2.15710593 0.63360646 -0.86557228 # 1 12.tif 2.20061849 0.58647033 -0.83626090 # 1 13.tif 2.47034573 0.65104460 -1.53776604 # 1 14.tif 2.43838910 0.70583769 -1.52597601 # 1 15.tif 2.38912064 0.83967045 1.79402473 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 1.tif 0.99950713 -0.01811818 0.02563629 -0.02653045 -0.05096734 0.99834787 -0.01678163 -0.99853596 -0.05142290 2.tif 1.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 1.00000000 0.00000000 -1.00000000 -0.00000000 3.tif 0.92339425 0.10803278 -0.36833677 0.35924673 0.09481079 0.92841408 0.13522145 -0.98961600 0.04873732 4.tif -0.54418306 -0.12343254 -0.82983685 0.78603644 0.27075403 -0.55573282 0.29327718 -0.95470240 -0.05031728 5.tif 0.74853401 0.22609757 -0.62335922 0.63969156 0.00133593 0.76863055 0.17461826 -0.97410374 -0.14363272 6.tif 0.74294458 0.23536332 -0.62660790 0.65110548 -0.03702382 0.75808370 0.15522568 -0.97120201 -0.18075299 7.tif 0.64036997 0.52748888 -0.55828469 0.66282206 -0.01227863 0.74867627 0.38806343 -0.84947320 -0.35749413 8.tif 0.66717926 0.52838500 -0.52505346 0.62934568 -0.02276574 0.77679196 0.39849198 -0.84869960 -0.34772564 9.tif -0.58835573 -0.09660539 -0.80281065 0.69265341 0.45206306 -0.56202335 0.41721553 -0.88673919 -0.19905984 10.tif -0.56395784 -0.06814526 -0.82298710 0.48200100 0.78205500 -0.39505065 0.67054201 -0.61947251 -0.40819997 11.tif 0.52238636 0.74099042 -0.42195460 0.61366385 0.01689055 0.78938672 0.59205504 -0.67130314 -0.44589564 12.tif 0.55824444 0.73688197 -0.38127169 0.61812971 -0.06285761 0.78355892 0.55342462 -0.67309277 -0.49057854 13.tif 0.02626920 0.79506715 -0.60595228 0.79501731 0.35085534 0.49482119 0.60601766 -0.49474111 -0.62287545

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14.tif 0.03409991 0.78080307 -0.62384595 0.76030412 0.38487535 0.52326725 0.64867160 -0.49215600 -0.58052358 15.tif -0.14781662 -0.82452029 0.54618361 -0.65114090 -0.33454174 -0.68124691 0.74442312 -0.45634210 -0.48742806 ______________________________________________________________________________________________________ Camera Calibration File: \\Xavier\pictometry\Processing Files - Penta\N5238K\N5238K_140112\131022_SN206599_86mm_18838_EOIO.txt EO/IO Summary (22/10/2013 12:36pm) Project Name: X:\29MP 2013-2014\Shot\131022_SN206599_86mm_18838\131022_SN206599_86mm_18838.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29MP 85mm, ID: default Calibration Date: 22/10/2013 12:36pm Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 84.577414 mm xp = -0.037938 mm yp = -0.157274 mm K1 = 6.6317e-006 K2 = -2.7629e-008 K3 = 5.3849e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 21.0mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 1.tif -268.7831 16.0355 182.4393 -0.14868928 -0.03982930 -2.76101870 # 1 2.tif -80.4038 7.5531 90.7551 -0.00774921 -0.02336252 0.03705425 # 1 3.tif -0.0000 0.0000 -0.0000 -0.00000000 0.00000000 0.00000000 # 1 4.tif -421.7450 95.7911 -366.1028 -0.22626105 0.22688345 0.71062943 # 1 5.tif -508.5861 105.5273 -270.1684 -0.25127603 0.20228830 0.73336313 # 1 6.tif -685.3829 118.8904 -37.3760 -0.34324050 0.08759073 -0.76965257 # 1 7.tif -948.5075 264.5546 -278.7303 -0.48893960 0.20991411 -0.86709885 # 1 8.tif -783.3699 261.8423 -510.3717 -0.39861867 0.33201330 0.67357987 # 1 9.tif -709.5788 256.7334 -627.9720 -0.40598716 0.36615365 0.69342736 # 1 10.tif -1001.8292 586.9933 -905.7635 -0.73047951 0.58429173 0.56689593 # 1 11.tif -1096.7834 596.8505 -796.1443 -0.74744462 0.55128736 0.52047657 # 1 12.tif -1274.3073 614.2413 -586.8982 -0.84245816 0.39383172 -1.00705010 # 1 13.tif -1479.5584 1023.7711 -758.4238 -1.00842151 0.45199318 0.82735674 # 1 14.tif -1260.6279 1015.9159 -997.7687 -0.96588858 0.59100770 1.13053426 # 1 15.tif -1178.4634 1004.9342 -1096.9821 -0.81698361 0.69137831 1.20332401 Camera Image Omega Phi Kappa # 1 1.tif 1.53052313 -0.14857048 -2.76698327 # 1 2.tif 1.54743310 -0.00774709 0.03687322 # 1 3.tif 1.57079633 -0.00000000 0.00000000 # 1 4.tif 1.80340464 -0.22036542 0.76236550 # 1 5.tif 1.77945737 -0.24604521 0.78489178 # 1 6.tif 1.66378248 -0.34187075 -0.73839897 # 1 7.tif 1.80759737 -0.47729677 -0.75668814 # 1 8.tif 1.92878354 -0.37572632 0.81000493 # 1 9.tif 1.96618798 -0.37766042 0.84613363 # 1 10.tif 2.29685848 -0.59021051 1.02582920 # 1 11.tif 2.26849458 -0.61757521 0.97242584 # 1 12.tif 2.12887927 -0.76031589 -0.60076277 # 1 13.tif 2.30942340 -0.86490774 1.43335568 # 1 14.tif 2.43855170 -0.75190657 1.80888546 # 1 15.tif 2.45063814 -0.59639496 1.79995705 Orientation Matrices:

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Image R11 R12 R13 R21 R22 R23 R31 R32 R33 1.tif -0.92039829 0.12291506 -0.37115883 0.36187806 -0.09158974 -0.92771525 -0.14802451 -0.98818177 0.03981877 2.tif 0.99929027 -0.00687843 0.03703566 -0.03686376 0.02363073 0.99904087 -0.00774702 -0.99969709 0.02336040 3.tif 1.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 1.00000000 -0.00000000 -1.00000000 -0.00000000 4.tif 0.70571555 -0.31302756 0.63559366 -0.67393295 -0.01981301 0.73852679 -0.21858622 -0.94953736 -0.22494194 5.tif 0.68615824 -0.31498272 0.65572308 -0.68546367 0.02185752 0.72777868 -0.24357019 -0.94884568 -0.20091149 6.tif 0.69674894 -0.18436295 -0.69321802 0.63415159 -0.29335220 0.71539936 -0.33525017 -0.93805905 -0.08747877 7.tif 0.64585141 -0.16364699 -0.74571819 0.60979194 -0.47714770 0.63283794 -0.45937974 -0.86345222 -0.20837590 8.tif 0.64139663 -0.49075319 0.58972169 -0.67376504 0.00733603 0.73890924 -0.36694828 -0.87126775 -0.32594704 9.tif 0.61616950 -0.51396208 0.59680661 -0.69596046 -0.00053463 0.71807991 -0.36874677 -0.85781274 -0.35802670 10.tif 0.43069060 -0.78349679 0.44792676 -0.71047404 0.01171463 0.70362590 -0.55653593 -0.62128540 -0.55160875 11.tif 0.45924743 -0.78079308 0.42362007 -0.67363295 0.00475483 0.73905077 -0.57905997 -0.62477160 -0.52378430 12.tif 0.59774107 -0.18288253 -0.78055083 0.40960636 -0.76728784 0.49344908 -0.68915038 -0.61467336 -0.38372961 13.tif 0.08887873 -0.74401962 0.66222004 -0.64259292 0.46515428 0.60885617 -0.76103542 -0.47965227 -0.43675942 14.tif -0.17225915 -0.63720753 0.75119462 -0.70978401 0.60907283 0.35388832 -0.68303254 -0.47222543 -0.55719808 15.tif -0.18794464 -0.66918343 0.71893695 -0.80573630 0.52363403 0.27676057 -0.56166345 -0.52725794 -0.63759959 ______________________________________________________________________________________________________ Camera Calibration File: \\xavier\Pictometry\Processing Files - Penta\N51577\N51577_140108\131223_SN206282_65mm_15616_EOIO.txt EO/IO Summary (23/12/2013 16:42pm) Project Name: T:\Penta Camera Calibrations\29MP 2013-2014\Shot\131223_SN206282_65mm_15616\131223_SN206282_65mm_15616.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29mp 65mm, ID: default Calibration Date: 23/12/2013 16:42pm Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 64.636424 mm xp = -0.021246 mm yp = -0.136380 mm K1 = 9.9860e-006 K2 = -3.7589e-009 K3 = -2.8144e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 21.2mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 1.tif -0.0000 0.0000 -0.0000 -0.00000000 0.00000000 0.00000000 # 1 2.tif -102.4114 13.8666 113.8822 -0.04144358 -0.08252238 2.78432505 # 1 4.tif 177.8246 36.7669 317.8544 0.20050968 -0.21707337 -2.92225725 # 1 3.tif -149.5412 25.4164 211.6775 -0.04000539 -0.19288194 2.91768150 # 1 6.tif 228.1981 10.5886 6.2533 0.27791948 0.01404063 1.90003908 # 1 5.tif 213.0336 35.5853 227.8845 0.22988318 -0.16423234 -2.86348420

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# 1 7.tif 508.4794 65.2631 99.3565 0.41110469 -0.02540530 1.84008167 # 1 8.tif 467.2647 158.7468 286.4311 0.41782999 -0.23217939 -2.88688484 # 1 9.tif 428.6280 161.5523 401.7261 0.39945246 -0.28754857 -2.88302532 # 1 10.tif 428.6270 161.5698 401.7004 0.39931778 -0.28748722 -2.88298756 # 1 12.tif 720.4973 311.0511 394.4113 0.57646231 -0.30953479 -2.94194954 # 1 11.tif 690.6461 313.2950 481.9926 0.58573857 -0.32567712 -2.96183147 # 1 14.tif 999.0244 588.1209 187.6481 0.93907340 -0.13762605 -2.66257606 # 1 13.tif 786.2035 297.5395 151.2982 0.69831911 -0.11559725 1.81905573 # 1 15.tif 926.3414 594.3111 428.9813 0.87776120 -0.33552374 -2.36951532 # 1 16.tif 887.4958 590.0695 542.2352 0.87589947 -0.43194948 -2.38472083 Camera Image Omega Phi Kappa # 1 1.tif 1.57079633 -0.00000000 0.00000000 # 1 2.tif 1.48820335 -0.04130246 2.78090696 # 1 4.tif 1.34942723 0.19574230 -2.87851269 # 1 3.tif 1.37776374 -0.03926314 2.91000899 # 1 6.tif 1.58539714 0.27789135 1.89603339 # 1 5.tif 1.40220934 0.22673539 -2.82524172 # 1 7.tif 1.54308299 0.41096401 1.85115534 # 1 8.tif 1.31764742 0.40594805 -2.78508044 # 1 9.tif 1.26017076 0.38218200 -2.76387033 # 1 10.tif 1.26025296 0.38206106 -2.76390141 # 1 12.tif 1.20637412 0.54586494 -2.74644137 # 1 11.tif 1.18576666 0.55125399 -2.75268002 # 1 14.tif 1.34042471 0.92626349 -2.47724451 # 1 13.tif 1.42034089 0.69272997 1.91557347 # 1 15.tif 1.07117084 0.81308699 -1.99204052 # 1 16.tif 0.94681217 0.77199904 -1.91930800 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 1.tif 1.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 1.00000000 -0.00000000 -1.00000000 -0.00000000 2.tif -0.93485710 0.06761742 0.34852558 -0.35261491 -0.06266823 -0.93366772 -0.04129072 -0.99574122 0.08242875 4.tif -0.94715420 -0.24031932 -0.21247480 0.25508964 -0.16266584 -0.95313646 0.19449472 -0.95696732 0.21537260 3.tif -0.97255401 0.08152563 0.21792721 -0.22934230 -0.17787281 -0.95695526 -0.03925305 -0.98067061 0.19168819 6.tif -0.30727487 -0.10148266 0.94619418 -0.91122227 -0.25525385 -0.32329467 0.27432851 -0.96153354 -0.01404017 5.tif -0.92605251 -0.26281312 -0.27084314 0.30313817 -0.09052009 -0.94863764 0.22479767 -0.96059116 0.16349505 7.tif -0.25366150 -0.08386971 0.96365020 -0.88094323 -0.39141542 -0.26595675 0.39949326 -0.91638411 0.02540257 8.tif -0.86095860 -0.44567519 -0.24520180 0.32064347 -0.10127797 -0.94176990 0.39488993 -0.88944724 0.23009898 9.tif -0.86244599 -0.44279244 -0.24519741 0.34219622 -0.15314629 -0.92706416 0.37294593 -0.88344839 0.28360230 10.tif -0.86249854 -0.44266821 -0.24523686 0.34218604 -0.15312325 -0.92707173 0.37283371 -0.88351464 0.28354347 12.tif -0.78881562 -0.58488357 -0.18889448 0.32900665 -0.14221952 -0.93355676 0.51915753 -0.79855170 0.30461557 11.tif -0.78825251 -0.59157665 -0.16939615 0.32301357 -0.16347947 -0.93216774 0.52375588 -0.78950081 0.31995039 14.tif -0.47304090 -0.75352221 -0.45654856 0.37043631 0.30005861 -0.87905732 0.79938054 -0.58495223 0.13719200 13.tif -0.26008278 -0.07234595 0.96287227 -0.72422064 -0.64492697 -0.24407720 0.63864029 -0.76081225 0.11533997 15.tif -0.28101770 -0.69793382 -0.65872410 0.62717970 0.38597628 -0.67651160 0.72641220 -0.60325012 0.32926375 16.tif -0.24469030 -0.74247643 -0.62358272 0.67344204 0.33255432 -0.66021470 0.69756898 -0.58149495 0.41864202 ______________________________________________________________________________________________________ Camera Calibration File: \\xavier\Pictometry\Processing Files - Penta\N51577\N51577_140108\131022_SN201577_86mm_15932_EOIO.txt

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EO/IO Summary (22/10/2013 12:31pm) Project Name: X:\29MP 2013-2014\Shot\131022_SN201577_86mm_15932\131022_SN201577_86mm_15932.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29MP 85mm, ID: default Calibration Date: 22/10/2013 12:31pm Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 84.602779 mm xp = 0.124000 mm yp = -0.046371 mm K1 = 4.9948e-006 K2 = -2.0243e-008 K3 = 4.0859e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 21.2mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 1.tif 0.0000 -0.0000 0.0000 -0.00000000 0.00000000 0.00000000 # 1 2.tif -116.0142 -8.2700 129.8507 0.09464484 -0.08138913 -2.42829912 # 1 3.tif -149.2629 -10.3828 242.6077 0.03535243 -0.12863067 -2.41524687 # 1 4.tif 294.5796 56.3074 364.5375 0.31153356 -0.20757923 -2.82806773 # 1 4A.tif 289.8035 56.7580 363.3852 0.30344538 -0.18411679 -2.79738421 # 1 5A.tif 326.1713 58.7142 235.7228 0.30285674 -0.14579043 -2.83045412 # 1 6.tif 398.9358 77.6125 2.8323 0.32303870 0.02462723 1.89496000 # 1 7.tif 684.3573 206.3125 80.8724 0.54925429 -0.05803852 1.84067021 # 1 5.tif 325.8712 59.1605 235.7183 0.32553446 -0.13565014 -2.83552566 # 1 8.tif 656.0559 208.4844 321.0378 0.49767643 -0.14922771 -2.88855908 # 1 11.tif 1000.4234 523.0586 406.9949 0.76910691 -0.18794901 -2.97427674 # 1 10.tif 964.0179 519.6706 548.5241 0.76402829 -0.32347824 -2.92038413 # 1 9.tif 623.2971 209.2403 455.0359 0.47960166 -0.24856222 -2.87282262 # 1 13.tif 1287.2534 902.5512 219.8846 1.03514998 -0.09089048 -2.50542531 # 1 12.tif 1078.2030 547.0237 191.0636 0.83512726 -0.10695252 1.72709589 # 1 14.tif 1217.0376 905.0996 497.6065 1.00207582 -0.29060672 -2.28505487 # 1 15.tif 1186.1149 903.7483 614.5480 0.94485682 -0.33511091 -2.28040022 Camera Image Omega Phi Kappa # 1 1.tif 1.57079633 -0.00000000 0.00000000 # 1 2.tif 1.48904293 0.09433060 -2.42058166 # 1 3.tif 1.44208612 0.03506025 -2.41071014 # 1 4.tif 1.35304107 0.30462829 -2.76179941 # 1 4A.tif 1.37807689 0.29815756 -2.74012225 # 1 5A.tif 1.41815944 0.29954358 -2.78509146 # 1 6.tif 1.59676629 0.32293719 1.88671668 # 1 7.tif 1.50277759 0.54822402 1.87615956 # 1 5.tif 1.42772648 0.32243527 -2.78990986 # 1 8.tif 1.40133637 0.49164825 -2.80796081 # 1 11.tif 1.31203304 0.75219863 -2.79535709 # 1 10.tif 1.13610983 0.71544585 -2.62474632 # 1 9.tif 1.29215146 0.46368258 -2.74556283 # 1 13.tif 1.39408884 1.02823568 -2.35367551 # 1 12.tif 1.41215725 0.82883654 1.84448477 # 1 14.tif 1.06387270 0.93949657 -1.86362085 # 1 15.tif 1.03449086 0.87155838 -1.85345560 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 1.tif 1.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 1.00000000 -0.00000000 -1.00000000 -0.00000000

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2.tif -0.74779927 -0.12442298 -0.65216192 0.65720951 0.00063207 -0.75370767 0.09419077 -0.99222907 0.08129930 3.tif -0.74412801 -0.11156463 -0.65865533 0.66711678 -0.07236606 -0.74142994 0.03505306 -0.99111881 0.12827625 4.tif -0.88598067 -0.35207861 -0.30179282 0.35365956 -0.09207395 -0.93083151 0.29993860 -0.93143064 0.20609171 4A.tif -0.87987489 -0.34024012 -0.33174816 0.37353113 -0.06363183 -0.92543259 0.29375956 -0.93818316 0.18307832 5A.tif -0.89539471 -0.32637856 -0.30289495 0.33345714 -0.04069854 -0.94188638 0.29508414 -0.94436257 0.14527452 6.tif -0.29463096 -0.12324765 0.94763000 -0.90137644 -0.29347828 -0.31841954 0.31735328 -0.94798761 -0.02462474 7.tif -0.25658133 -0.09150071 0.96218171 -0.81396893 -0.51634573 -0.26616098 0.52117234 -0.85147795 0.05800594 5.tif -0.89041504 -0.34355967 -0.29854280 0.32672595 -0.02581341 -0.94476654 0.31687727 -0.93877602 0.13523451 8.tif -0.83294628 -0.49488850 -0.24755983 0.28868908 -0.00696991 -0.95739753 0.47207956 -0.86892853 0.14867447 11.tif -0.68685676 -0.70813958 -0.16360356 0.24779614 -0.01655390 -0.96867076 0.68324582 -0.70587839 0.18684442 10.tif -0.65621017 -0.72533579 -0.20802933 0.37297794 -0.07212943 -0.92503232 0.65595401 -0.68460597 0.31786632 9.tif -0.82518391 -0.50281663 -0.25738484 0.34502686 -0.08788995 -0.93446874 0.44724488 -0.85991325 0.24601062 13.tif -0.36418003 -0.71923984 -0.59166457 0.36601939 0.47364030 -0.80105847 0.85638935 -0.50829020 0.09076539 12.tif -0.18264034 -0.04464240 0.98216575 -0.65058339 -0.74349587 -0.15477450 0.73714568 -0.66724879 0.10674873 14.tif -0.17036416 -0.66854164 -0.72389787 0.56507132 0.53555953 -0.62759095 0.80726108 -0.51597293 0.28653356 15.tif -0.17951638 -0.67417725 -0.71642090 0.61809339 0.48926222 -0.61529103 0.76533289 -0.55326984 0.32887392 ______________________________________________________________________________________________________ Camera Calibration File: \\xavier\Pictometry\Processing Files - Penta\N51577\N51577_140108\131022_SN200819_86mm_15974_EOIO.txt EO/IO Summary (23/10/2013 10:43am) Project Name: W:\Penta Camera Calibrations\29MP 2013-2014\Shot\131022_SN200819_86mm_15974\131022_SN200819_86mm_15974.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29MP 85mm, ID: default Calibration Date: 23/10/2013 10:43am Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 84.817359 mm xp = -0.021848 mm yp = -0.338296 mm K1 = 5.4291e-006 K2 = -3.2893e-008 K3 = 5.7589e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 21.3mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 2.tif -365.6394 58.0084 -30.5927 -0.19559236 0.02277876 0.72105848 # 1 1.tif -364.7652 50.0883 -128.9891 -0.16253442 0.09201167 0.74001037 # 1 4.tif -9.0866 1.2291 212.8777 0.08797009 -0.08942268 -1.47665519 # 1 5.tif 0.0000 0.0000 -0.0000 -0.00000000 0.00000000 0.00000000 # 1 6.tif 5.1790 -2.2769 -109.2833 0.05033062 0.06042939 0.03947560 # 1 7.tif 389.6135 38.5041 -92.3265 0.34587251 0.09860436 0.08045262

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# 1 8.tif 383.2870 41.3171 27.4059 0.34324018 0.00303732 0.06206538 # 1 9.tif 395.2736 48.9036 230.6376 0.30802555 -0.10008545 -1.48783935 # 1 10.tif 695.8313 217.3289 241.5833 0.59876383 -0.11529239 -1.48622257 # 1 11.tif 687.0382 200.5076 29.7960 0.62405360 0.02187702 0.05066019 # 1 13.tif 1001.4753 482.4095 -73.4860 0.85109975 0.07368661 -0.58918383 # 1 12.tif 694.8419 199.4871 -81.4709 0.60438181 0.08208724 0.03512737 # 1 14.tif 994.6320 482.6082 33.2555 0.82486226 -0.00538911 -0.56536048 # 1 15.tif 945.4520 435.8812 165.8135 0.78536025 -0.07939130 2.80299962 Camera Image Omega Phi Kappa # 1 2.tif 1.59401770 -0.19554096 0.72557111 # 1 1.tif 1.66402982 -0.16184081 0.75507611 # 1 4.tif 1.48102838 0.08761769 -1.46877898 # 1 5.tif 1.57079633 -0.00000000 0.00000000 # 1 6.tif 1.63130215 0.05023867 0.03643344 # 1 7.tif 1.67556362 0.34412263 0.04499217 # 1 8.tif 1.57402179 0.34323853 0.06097989 # 1 9.tif 1.46580301 0.30643380 -1.45606082 # 1 10.tif 1.43150882 0.59424098 -1.40789062 # 1 11.tif 1.59775230 0.62388131 0.03491027 # 1 13.tif 1.68232362 0.84800932 -0.67297726 # 1 12.tif 1.67044905 0.60205828 -0.02143712 # 1 14.tif 1.56285558 0.82484654 -0.55952840 # 1 15.tif 1.45875900 0.78221560 2.88213592 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 2.tif 0.73386343 -0.16072601 0.66000880 -0.65091710 0.11152282 0.75091251 -0.19429721 -0.98067824 -0.02277679 1.tif 0.71870326 -0.18063667 0.67144324 -0.67638825 0.04215734 0.73533781 -0.16113523 -0.98264600 -0.09188190 4.tif 0.10144982 -0.08030560 -0.99159414 0.99098471 0.09582990 0.09362655 0.08750563 -0.99215303 0.08930355 5.tif 1.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 1.00000000 -0.00000000 -1.00000000 -0.00000000 6.tif 0.99807552 0.04788978 0.03939331 -0.03637942 -0.06225463 0.99739706 0.05021754 -0.99691069 -0.06039262 7.tif 0.94041917 0.33047801 0.07997548 -0.04234007 -0.11956064 0.99192367 0.33737088 -0.93621020 -0.09844465 8.tif 0.93991944 0.33571464 0.06202526 -0.05738733 -0.02372872 0.99806996 0.33653848 -0.94166482 -0.00303732 9.tif 0.10915075 -0.06976637 -0.99157388 0.94714680 0.31002484 0.08244719 0.30166049 -0.94816520 0.09991843 10.tif 0.13438315 -0.04707403 -0.98981069 0.81760353 0.56963428 0.08391217 0.55988001 -0.82054910 0.11503714 11.tif 0.81112263 0.58268091 0.05062640 -0.02832802 -0.04731896 0.99847806 0.58418969 -0.81132230 -0.02187528 13.tif 0.51725505 0.65217910 -0.55417473 0.41231002 0.37753142 0.82913839 0.74996510 -0.65736782 -0.07361994 12.tif 0.82398231 0.56553339 0.03500189 0.01766651 -0.08738547 0.99601791 0.56634004 -0.82008278 -0.08199509 14.tif 0.57517630 0.61821063 -0.53571246 0.36022875 0.39655029 0.84438328 0.73444364 -0.67864828 0.00538908 15.tif -0.68561119 -0.64830607 0.33111409 -0.18198858 -0.28776109 -0.94025194 0.70485279 -0.70490623 0.07930792 ______________________________________________________________________________________________________ Camera Calibration File: \\xavier\Pictometry\Processing Files - Penta\N51577\N51577_140108\131022_SN201505_86mm_15883_EOIO.txt EO/IO Summary (22/10/2013 12:46pm) Project Name: X:\29MP 2013-2014\Shot\131022_SN201505_86mm_15883\131022_SN201505_86mm_15883.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29MP 85mm, ID: default Calibration Date: 22/10/2013 12:46pm Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm

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c = 84.796127 mm xp = -0.117200 mm yp = -0.199054 mm K1 = 6.5247e-006 K2 = -3.1071e-008 K3 = 5.7109e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 21.3mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 3.tif -331.6016 77.0743 340.2183 -0.16792028 -0.20988424 0.33544118 # 1 1.tif -353.8131 48.5151 -0.3718 -0.17783192 0.02448226 0.67530516 # 1 2.tif -350.7716 58.6360 114.4588 -0.14836703 -0.04231358 0.58825220 # 1 4.tif 25.6380 28.9128 315.0565 0.02956713 -0.16904709 -1.53376971 # 1 5.tif 1.1254 9.1280 92.2850 0.00128372 -0.06235331 -0.01837846 # 1 6.tif -0.0000 0.0000 0.0000 0.00000000 0.00000000 -0.00000000 # 1 7.tif 383.6969 68.2087 -12.2998 0.34573754 0.04989116 -0.05911932 # 1 8.tif 384.1985 77.4539 86.9182 0.34949283 -0.02512391 -0.04596682 # 1 9.tif 411.1110 104.5187 297.9868 0.41456045 -0.14408104 -1.67650871 # 1 10.tif 700.6747 288.4449 278.5950 0.67499660 -0.13414644 -1.68079480 # 1 11.tif 682.5895 259.5359 89.1872 0.62966916 -0.01788898 -0.11249980 # 1 12.tif 677.3709 246.8047 -32.9719 0.63036047 0.02502443 -0.06844457 # 1 14.tif 1003.4689 507.9522 49.8646 0.83461457 -0.02757223 -0.84563202 # 1 13.tif 1000.6626 492.3666 -63.0218 0.79799286 0.09829002 -0.81132535 # 1 15.tif 959.4831 464.3636 178.5243 0.79905351 -0.11931655 2.66015961 Camera Image Omega Phi Kappa # 1 3.tif 1.35800682 -0.16420141 0.30013764 # 1 1.tif 1.59567071 -0.17777806 0.67970490 # 1 2.tif 1.52801328 -0.14823325 0.58192975 # 1 4.tif 1.40167672 0.02914554 -1.52879383 # 1 5.tif 1.50844296 0.00128123 -0.01829847 # 1 6.tif 1.57079633 0.00000000 -0.00000000 # 1 7.tif 1.62381974 0.34528937 -0.07708100 # 1 8.tif 1.54405661 0.34937781 -0.03681153 # 1 9.tif 1.41359076 0.41000518 -1.61340687 # 1 10.tif 1.39962339 0.66782603 -1.57414929 # 1 11.tif 1.54866385 0.62955259 -0.09946717 # 1 12.tif 1.60177080 0.63013204 -0.08670014 # 1 14.tif 1.52974610 0.83419520 -0.81521610 # 1 13.tif 1.71111068 0.79305563 -0.91162305 # 1 15.tif 1.40055252 0.79177402 2.78188458 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 3.tif 0.94244632 -0.09019707 0.32196183 -0.29167495 0.24898490 0.92354331 -0.16346454 -0.96429819 0.20834668 1.tif 0.76550004 -0.15313214 0.62494819 -0.61865678 0.09177847 0.78028232 -0.17684309 -0.98393458 -0.02447981 2.tif 0.82624214 -0.09976070 0.55441116 -0.54360952 0.11683237 0.83116719 -0.14769099 -0.98812853 0.04230096 4.tif 0.04197231 -0.16695994 -0.98506990 0.99869370 0.03576789 0.03649049 0.02914142 -0.98531469 0.16824310 5.tif 0.99983177 0.00013836 -0.01834171 0.01829743 0.06232593 0.99788811 0.00128123 -0.99805584 0.06231292 6.tif 1.00000000 0.00000000 -0.00000000 0.00000000 0.00000000 1.00000000 0.00000000 -1.00000000 -0.00000000 7.tif 0.93818353 0.34107084 -0.05901136 0.07245969 -0.02681413 0.99701083 0.33846899 -0.93965509 -0.04987046

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8.tif 0.93894934 0.34097509 -0.04593613 0.03457978 0.03931215 0.99862846 0.34231328 -0.93924999 0.02512127 9.tif -0.03906710 -0.17318738 -0.98411376 0.91628630 0.38667222 -0.10442228 0.39861408 -0.90580943 0.14358306 10.tif -0.00263264 -0.17238338 -0.98502642 0.78516541 0.60965556 -0.10879053 0.61928051 -0.77369507 0.13374446 11.tif 0.80429581 0.58353182 -0.11224468 0.08026592 0.08047504 0.99351958 0.58878318 -0.80809306 0.01788802 12.tif 0.80491497 0.58943827 -0.06836973 0.06996162 0.02014653 0.99734622 0.58925144 -0.80756216 -0.02502182 14.tif 0.46064294 0.47764579 -0.74810600 0.48896674 0.56686343 0.66300632 0.74075611 -0.67120813 0.02756873 13.tif 0.42974818 0.54264668 -0.72170013 0.55467047 0.47203983 0.68521461 0.71250064 -0.69477549 -0.09813183 15.tif -0.65761838 -0.59679226 0.45975762 -0.24731029 -0.40544259 -0.88003064 0.71160079 -0.69242711 0.11903364 ______________________________________________________________________________________________________ Camera Calibration File: \\xavier\Pictometry\Processing Files - Penta\N51577\N51577_140108\131022_SN201028_86mm_15951_EOIO.txt EO/IO Summary (22/10/2013 12:40pm) Project Name: X:\29MP 2013-2014\Shot\131022_SN201028_86mm_15951\131022_SN201028_86mm_15951.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29MP 85mm, ID: default Calibration Date: 22/10/2013 12:40pm Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 84.776103 mm xp = -0.152914 mm yp = -0.373792 mm K1 = 4.4775e-006 K2 = -2.5763e-008 K3 = 4.6811e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 21.3mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 1.tif -187.7574 20.2821 149.3994 -0.14509591 -0.05440500 -2.96085797 # 1 2.tif -62.6111 8.6848 82.7663 -0.02728390 -0.02888713 0.04167144 # 1 3.tif -0.0000 -0.0000 -0.0000 -0.00000000 0.00000000 0.00000000 # 1 4.tif -315.9254 73.1339 -230.9639 -0.25645982 0.17144711 0.57128611 # 1 5.tif -380.5662 83.3868 -155.4622 -0.22653258 0.14828595 0.60178701 # 1 6.tif -485.6863 95.8439 20.9893 -0.34295811 0.02514091 -0.91959247 # 1 7.tif -713.1922 176.6827 -149.6670 -0.48595157 0.12751899 -0.96519607 # 1 8.tif -611.8195 170.6877 -324.7513 -0.41738458 0.26043352 0.57965690 # 1 9.tif -552.0962 162.2548 -406.6127 -0.40575033 0.28831986 0.58784620 # 1 10.tif -782.6814 400.8724 -594.7100 -0.71194856 0.50678954 0.50137903 # 1 11.tif -845.7081 414.7581 -510.1481 -0.72540134 0.43372203 0.53170667 # 1 12.tif -955.0655 428.4863 -343.5630 -0.77439190 0.29656438 -0.91527382 # 1 13.tif -1115.1937 696.7401 -460.8031 -1.06838683 0.36045367 0.77654202 # 1 14.tif -995.2468 694.4192 -650.9691 -0.92742871 0.50722624 1.11717669 # 1 15.tif -930.8147 685.4947 -733.7654 -0.91618088 0.57374585 1.11826829 Camera Image Omega Phi Kappa # 1 1.tif 1.51581473 -0.14487971 -2.96880369 # 1 2.tif 1.54189845 -0.02727251 0.04088321 # 1 3.tif 1.57079633 -0.00000000 0.00000000 # 1 4.tif 1.74792179 -0.25261711 0.61599569 # 1 5.tif 1.72291121 -0.22400387 0.63582698 # 1 6.tif 1.59749116 -0.34284528 -0.91061663

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# 1 7.tif 1.71479412 -0.48166767 -0.89812381 # 1 8.tif 1.85444732 -0.40247982 0.69334985 # 1 9.tif 1.88303043 -0.38808432 0.70939391 # 1 10.tif 2.20350371 -0.60795966 0.89801981 # 1 11.tif 2.12504745 -0.64601203 0.88839262 # 1 12.tif 1.97475778 -0.73253320 -0.63682723 # 1 13.tif 2.23492559 -0.96159112 1.34722298 # 1 14.tif 2.31799064 -0.77448239 1.69204108 # 1 15.tif 2.38599306 -0.72917788 1.73380736 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 1.tif -0.97478838 0.13256039 -0.17948638 0.17012918 -0.07892026 -0.98225641 -0.14437340 -0.98802800 0.05437816 2.tif 0.99879284 -0.02605403 0.04164200 -0.04085662 0.02998379 0.99871503 -0.02726913 -0.99921077 0.02888311 3.tif 1.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 1.00000000 -0.00000000 -1.00000000 -0.00000000 4.tif 0.79029375 -0.30261177 0.53278692 -0.55943396 -0.00166661 0.82887325 -0.24993885 -0.95311245 -0.17060842 5.tif 0.78447912 -0.26664639 0.55990376 -0.57900644 0.00847297 0.81527894 -0.22213523 -0.96375718 -0.14774311 6.tif 0.57756836 -0.18500136 -0.79510332 0.74391248 -0.28180746 0.60595279 -0.33616814 -0.94146644 -0.02513826 7.tif 0.55218691 -0.17341816 -0.81548499 0.69316800 -0.44800337 0.56463359 -0.46325775 -0.87705138 -0.12717368 8.tif 0.70765176 -0.46808770 0.52926637 -0.58804689 0.02509432 0.80843746 -0.39170121 -0.88332564 -0.25749948 9.tif 0.70233237 -0.47333565 0.53167904 -0.60293503 0.00149332 0.79778889 -0.37841589 -0.88088088 -0.28434184 10.tif 0.51149908 -0.74952076 0.42022294 -0.64195499 -0.00823897 0.76669805 -0.57119391 -0.66192956 -0.48537282 11.tif 0.50357650 -0.73126952 0.46006044 -0.61967610 0.06533095 0.78213388 -0.60200685 -0.67895270 -0.42025111 12.tif 0.59775004 -0.26065908 -0.75812383 0.44211018 -0.68168349 0.58296330 -0.66875517 -0.68364060 -0.29223630 13.tif 0.12686909 -0.74421537 0.65578023 -0.55797418 0.49306081 0.66749970 -0.82010307 -0.45059352 -0.35269879 14.tif -0.08645153 -0.61254324 0.78569518 -0.70953579 0.59146716 0.38304773 -0.69934619 -0.52436379 -0.48575459 15.tif -0.12102333 -0.64406603 0.75533588 -0.73583643 0.56893693 0.36722680 -0.66625679 -0.51136065 -0.54278189 ______________________________________________________________________________________________________ Camera Calibration File: \\xavier\pictometry\Processing Files - Penta\N897LP\N897LP_140115\130703_SN201830_65mm_15608_EOIO.txt EO/IO Summary (03/07/2013 16:26pm) Project Name: W:\Penta Camera Calibrations\29MP 2013-2014\130703_SN201830_65mm_15608\130703_SN201830_65mm_15608.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29mp 65mm, ID: default Calibration Date: 03/07/2013 16:26pm Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 64.689974 mm xp = -0.106626 mm yp = -0.032340 mm K1 = 1.0036e-005 K2 = -7.2942e-009 K3 = -2.3167e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000

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Maximum observational radial distance encountered: 20.9mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 15.tif -179.9655 -2.3271 50.2902 -0.10069826 -0.00240483 2.87701102 # 1 14.tif 0.0000 0.0000 0.0000 0.00000000 0.00000000 0.00000000 # 1 13.tif 126.5060 -3.1557 -165.6413 0.07135447 0.15540692 -0.00869418 # 1 12.tif -287.8943 89.3200 -492.4424 -0.19233762 0.38106295 0.71999779 # 1 11.tif -443.0053 95.0183 -291.7848 -0.31403555 0.22177559 0.64519324 # 1 10.tif -606.7984 129.8389 -229.4892 -0.41582203 0.17647372 2.17191480 # 1 9.tif -808.6204 245.8741 -386.0398 -0.58682142 0.28816983 2.09537779 # 1 8.tif -620.0857 195.2914 -493.8124 -0.45727175 0.32715006 0.60678102 # 1 7.tif -498.4550 197.2565 -660.0658 -0.33257447 0.41901729 0.63217778 # 1 6.tif -814.3369 468.1206 -900.1347 -0.54103204 0.53626302 0.56251674 # 1 5.tif -998.3978 422.8917 -792.1448 -0.63199257 0.47141359 0.52098510 # 1 4.tif -1179.3129 491.5693 -685.2075 -0.70017304 0.33952105 2.02017088 # 1 3.tif -1285.3305 894.4398 -690.2549 -1.01874376 0.49096508 0.81291118 # 1 2.tif -1156.6561 931.7153 -890.5061 -0.98125546 0.54975440 1.06493183 # 1 1.tif -1011.4987 922.1328 -1070.0582 -0.90624821 0.69216203 1.13030829 Camera Image Omega Phi Kappa # 1 15.tif 1.56837926 -0.10069796 2.87676803 # 1 14.tif 1.57079633 0.00000000 0.00000000 # 1 13.tif 1.72659333 0.07049312 -0.01975691 # 1 12.tif 1.95832799 -0.17838703 0.79229865 # 1 11.tif 1.80357752 -0.30609127 0.71651200 # 1 10.tif 1.76332253 -0.40897425 2.24928184 # 1 9.tif 1.91278263 -0.55964433 2.28215589 # 1 8.tif 1.93236932 -0.43133669 0.76360249 # 1 7.tif 2.01115159 -0.30284159 0.77179552 # 1 6.tif 2.17707449 -0.45863472 0.86036675 # 1 5.tif 2.13424971 -0.55426501 0.84199685 # 1 4.tif 2.00346867 -0.65299359 2.29374559 # 1 3.tif 2.36581820 -0.84938615 1.46623881 # 1 2.tif 2.40474501 -0.78768460 1.72804833 # 1 1.tif 2.50198586 -0.65106848 1.81391190 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 15.tif -0.96024926 0.09765567 0.26150473 -0.26041409 0.02397928 -0.96519920 -0.10052787 -0.99493134 0.00240482 14.tif 1.00000000 0.00000000 0.00000000 -0.00000000 -0.00000000 1.00000000 0.00000000 -1.00000000 -0.00000000 13.tif 0.99732171 0.07263350 -0.00858930 0.01970656 -0.15376259 0.98791129 0.07043475 -0.98543465 -0.15478213 12.tif 0.69106735 -0.38441829 0.61208537 -0.70067118 -0.14840313 0.69787994 -0.17744243 -0.91115261 -0.37190738 11.tif 0.71904948 -0.37261137 0.58662476 -0.62623137 0.01860632 0.77941521 -0.30133390 -0.92780093 -0.21996207 10.tif -0.57585481 0.09600917 0.81189499 -0.71431863 0.42396155 -0.55678138 -0.39766838 -0.90057695 -0.17555915 9.tif -0.55326585 0.07249841 0.82984389 -0.64191760 0.59778857 -0.48019852 -0.53088482 -0.79836884 -0.28419799 8.tif 0.65618784 -0.52710199 0.53998242 -0.62818953 0.01489574 0.77791775 -0.41808543 -0.84967147 -0.32134555 7.tif 0.68404648 -0.49062624 0.53978358 -0.66568543 -0.11733153 0.73695063 -0.29823369 -0.86343454 -0.40686296 6.tif 0.58476387 -0.66923316 0.45845195 -0.67973993 -0.09580391 0.72716933 -0.44272434 -0.73685045 -0.51092717 5.tif 0.56626985 -0.69476225 0.44344546 -0.63429276 -0.02377573 0.77272725 -0.52631849 -0.71884639 -0.45414615 4.tif -0.52548734 0.05050976 0.84930079 -0.59558844 0.69101294 -0.40960410 -0.60756684 -0.72107550 -0.33303552 3.tif 0.06892865 -0.76485808 0.64050055 -0.65683741 0.44843765 0.60619163 -0.75087513 -0.46248870 -0.47147719

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2.tif -0.11048277 -0.65687271 0.74586313 -0.69678342 0.58633417 0.41316475 -0.70872169 -0.47405747 -0.52247783 1.tif -0.19148369 -0.69165740 0.69637923 -0.77204506 0.54423684 0.32825706 -0.60603666 -0.47478027 -0.63820315 ______________________________________________________________________________________________________ Camera Calibration File: \\xavier\pictometry\Processing Files - Penta\N897LP\N897LP_140115\130717_SN201892_86mm_15984_EOIO.txt EO/IO Summary (25/07/2013 15:06pm) Project Name: W:\Penta Camera Calibrations\29MP 2013-2014\130717_SN201892_86mm_15984\130717_SN201892_86mm_15984.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29mp 86mm, ID: default Calibration Date: 25/07/2013 15:05pm Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 84.644262 mm xp = 0.078450 mm yp = -0.004749 mm K1 = 5.0067e-006 K2 = -2.9076e-008 K3 = 5.2523e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 21.1mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 1.tif -164.0338 30.0792 152.5759 0.00679068 -0.00671485 -0.00046157 # 1 2.tif -0.0000 0.0000 -0.0000 -0.00000000 -0.00000000 0.00000000 # 1 3.tif -314.5751 48.1298 146.6016 -0.24190491 -0.07668010 -2.85673070 # 1 5.tif -983.4788 337.1685 -501.1446 -0.54998160 0.18741744 2.25078405 # 1 4.tif -713.4175 171.2810 -186.3464 -0.51649778 0.15433961 2.27679664 # 1 6.tif -1153.4795 720.5360 -749.8808 -0.77701786 0.37555949 2.14911621 # 1 7.tif -551.0956 114.6673 -277.3502 -0.22335943 0.10658712 0.80300954 # 1 8.tif -401.7652 87.1735 -410.9323 -0.24735023 0.13249183 0.79899062 # 1 9.tif -687.2015 239.7803 -740.7458 -0.38787650 0.27872328 0.76513551 # 1 10.tif -890.3865 272.8451 -543.4833 -0.41309299 0.30283258 0.76032831 # 1 11.tif -1073.9785 637.7901 -803.0435 -0.69854551 0.54785884 0.65461804 # 1 12.tif -869.4328 610.5095 -1002.6124 -0.62948041 0.49777685 0.68523399 # 1 13.tif -995.8064 1028.9743 -1224.8929 -0.99138183 0.62556509 1.52246217 # 1 14.tif -1170.7785 1049.4991 -1039.2141 -1.13837215 0.68557440 1.42976411 # 1 15.tif -1304.2398 1055.8262 -910.7096 -0.98896612 0.55765314 0.89794378 Camera Image Omega Phi Kappa # 1 1.tif 1.56408132 0.00679053 -0.00041597 # 1 2.tif 1.57079633 -0.00000000 0.00000000 # 1 3.tif 1.49182602 -0.24117995 -2.87562970 # 1 5.tif 1.78967881 -0.53928067 2.36452144 # 1 4.tif 1.74783882 -0.50975990 2.36388092 # 1 6.tif 2.07591804 -0.71059839 2.49528812 # 1 7.tif 1.68007734 -0.22207054 0.82717024 # 1 8.tif 1.70739641 -0.24513770 0.83233747 # 1 9.tif 1.87061447 -0.37215840 0.87707613 # 1 10.tif 1.89955449 -0.39323292 0.89030741 # 1 11.tif 2.24357568 -0.58114446 1.06696250 # 1 12.tif 2.16266896 -0.54367064 1.01990565 # 1 13.tif 2.49299354 -0.74547878 2.25244716 # 1 14.tif 2.66810398 -0.77933379 2.37061933 # 1 15.tif 2.41929559 -0.78791728 1.57542849 Orientation Matrices:

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Image R11 R12 R13 R21 R22 R23 R31 R32 R33 1.tif 0.99997686 0.00678753 -0.00046156 0.00041596 0.00671778 0.99997735 0.00679048 -0.99995440 0.00671480 2.tif 1.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 1.00000000 -0.00000000 -1.00000000 0.00000000 3.tif -0.93691432 0.20899756 -0.28019919 0.25523111 -0.13869748 -0.95688040 -0.23884859 -0.96803049 0.07660498 5.tif -0.61178429 0.20513167 0.76396399 -0.60167960 0.50629892 -0.61777266 -0.51351888 -0.83760516 -0.18632218 4.tif -0.62193226 0.21867837 0.75191757 -0.61244412 0.46251962 -0.64108330 -0.48796769 -0.85921788 -0.15372759 6.tif -0.60510002 0.16426705 0.77901881 -0.45648116 0.73009069 -0.50851995 -0.65228745 -0.66331283 -0.36679308 7.tif 0.66033743 -0.22848402 0.71536671 -0.71794464 0.08730910 0.69060308 -0.22024979 -0.96962476 -0.10638542 8.tif 0.65302451 -0.26254751 0.71037159 -0.71739849 0.08613251 0.69131801 -0.24268991 -0.96106711 -0.13210454 9.tif 0.59563148 -0.44921564 0.66590423 -0.71623921 0.07826555 0.69345216 -0.36362692 -0.88998866 -0.27512843 10.tif 0.58115154 -0.47912691 0.65779958 -0.71794052 0.07873942 0.69163684 -0.38317658 -0.87420679 -0.29822509 11.tif 0.40352981 -0.75301307 0.51974513 -0.73197246 0.07514734 0.67717737 -0.54898088 -0.65370038 -0.52086064 12.tif 0.44797360 -0.70008752 0.55605495 -0.72920516 0.07374112 0.68031028 -0.51728086 -0.71023919 -0.47747336 13.tif -0.46295653 -0.36066661 0.80968564 -0.57056835 0.82031566 0.03916598 -0.67832368 -0.44384885 -0.58555545 14.tif -0.51022642 -0.39031481 0.76637025 -0.49571487 0.86164273 0.10880524 -0.70280565 -0.32438582 -0.63311773 15.tif -0.00326716 -0.74811019 0.66356648 -0.70531569 0.47212184 0.52880124 -0.70888582 -0.46629617 -0.52919635 ______________________________________________________________________________________________________ Camera Calibration File: \\xavier\pictometry\Processing Files - Penta\N897LP\N897LP_140115\130717_SN206398_86mm_15958_EOIO.txt EO/IO Summary (25/07/2013 14:47pm) Project Name: W:\Penta Camera Calibrations\29MP 2013-2014\130717_SN206398_86mm_15958\130717_SN206398_86mm_15958.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29mp 86mm, ID: default Calibration Date: 25/07/2013 14:47pm Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 84.573921 mm xp = -0.012848 mm yp = -0.324764 mm K1 = 6.2207e-006 K2 = -2.5351e-008 K3 = 5.1086e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 20.7mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 1.tif -333.2289 26.8744 142.1240 -0.51228942 -0.10617450 0.53729598 # 1 2.tif -381.9998 27.3917 132.5853 -0.27015676 -0.09399289 1.02738637 # 1 3.tif -384.2940 18.3695 -31.7998 -0.16115294 -0.04435137 1.01747036 # 1 4.tif -0.0000 0.0000 -0.0000 -0.00000000 0.00000000 0.00000000 # 1 5.tif -1.0862 4.8874 166.1385 -0.01143208 0.00104576 0.00143824

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# 1 6.tif 371.8829 11.6363 172.7333 0.22379620 -0.00161824 -0.00848603 # 1 7.tif 366.0752 4.6597 4.4630 0.31798442 -0.00274615 -0.01307068 # 1 8.tif 632.0879 169.3532 4.2819 0.52384385 -0.00585515 -0.00684768 # 1 9.tif 633.9836 178.0205 203.6364 0.43760671 -0.00515738 -0.00320104 # 1 10.tif 572.5267 149.2527 283.5282 0.49412307 -0.07503294 1.60094926 # 1 11.tif 306.8315 50.3069 282.8364 0.26308977 -0.07251904 1.59650525 # 1 12.tif -22.0541 17.4277 279.1532 -0.14076079 -0.06564304 1.61085278 # 1 13.tif 943.7594 370.5579 232.9945 0.82638229 -0.08090521 2.54686497 # 1 14.tif 1004.7836 428.2411 164.6230 0.75226207 0.01490861 -0.81741647 # 1 15.tif 1001.3087 420.7442 -13.0794 0.83216510 0.01592554 -0.82524487 Camera Image Omega Phi Kappa # 1 1.tif 1.44912826 -0.50912541 0.47776933 # 1 2.tif 1.47328790 -0.26893459 1.00140137 # 1 3.tif 1.52586353 -0.16099309 1.01026298 # 1 4.tif 1.57079633 -0.00000000 0.00000000 # 1 5.tif 1.57184215 -0.01143207 0.00145019 # 1 6.tif 1.56913670 0.22379590 -0.00811770 # 1 7.tif 1.56790524 0.31798318 -0.01216677 # 1 8.tif 1.56403446 0.52383394 -0.00346533 # 1 9.tif 1.56510241 0.43760048 -0.00078812 # 1 10.tif 1.48561522 0.49260799 1.64130936 # 1 11.tif 1.49570260 0.26238193 1.61601741 # 1 12.tif 1.50449947 -0.14045562 1.60155824 # 1 13.tif 1.45169146 0.82283831 2.63436948 # 1 14.tif 1.59121370 0.75215808 -0.83136698 # 1 15.tif 1.59444770 0.83202585 -0.84273174 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 1.tif 0.77539586 -0.37382985 0.50893271 -0.40148359 0.33023349 0.85425802 -0.48741377 -0.86671627 0.10597513 2.tif 0.51974355 -0.06057264 0.85217228 -0.81195306 0.27520629 0.51477541 -0.26570448 -0.95947509 0.09385455 3.tif 0.52476317 -0.04709078 0.84994475 -0.83601914 0.15951123 0.52500302 -0.16029853 -0.98607232 0.04433683 4.tif 1.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 1.00000000 -0.00000000 -1.00000000 -0.00000000 5.tif 0.99993360 -0.01143332 0.00143823 -0.00145010 -0.00102925 0.99999842 -0.01143182 -0.99993411 -0.00104576 6.tif 0.97502992 0.22191136 -0.00848591 0.00791517 0.00346113 0.99996268 0.22193245 -0.97506070 0.00161824 7.tif 0.94979761 0.31259186 -0.01307026 0.01155654 0.00669472 0.99991081 0.31265148 -0.94986394 0.00274614 8.tif 0.86590260 0.50016578 -0.00684751 0.00300065 0.00849510 0.99995941 0.50020365 -0.86588800 0.00585511 9.tif 0.90577082 0.42375579 -0.00320099 0.00071386 0.00602786 0.99998158 0.42376727 -0.90575642 0.00515736 10.tif -0.06207773 0.05166774 0.99673306 -0.87891292 -0.47603389 -0.03006354 0.47292540 -0.87790784 0.07496255 11.tif -0.04365850 0.06325399 0.99704206 -0.96478758 -0.26177776 -0.02563853 0.25938170 -0.96305313 0.07245549 12.tif -0.03045418 0.07051331 0.99704584 -0.98968386 0.13758303 -0.03995949 -0.13999426 -0.98797712 0.06559591 13.tif -0.59451098 -0.57852375 0.55845050 -0.33038088 -0.45743505 -0.82559170 0.73307924 -0.67532470 0.08081698 14.tif 0.49206811 0.47538488 -0.72929980 0.53952255 0.49093366 0.68403184 0.68321621 -0.73006394 -0.01490806 15.tif 0.44808429 0.50946326 -0.73462075 0.50265329 0.53596728 0.67829105 0.73929706 -0.67319110 -0.01592487 ______________________________________________________________________________________________________ Camera Calibration File: \\xavier\pictometry\Processing Files - Penta\N897LP\N897LP_140115\130717_SN201953_86mm_15867_EOIO.txt EO/IO Summary (25/07/2013 14:36pm)

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Project Name: W:\Penta Camera Calibrations\29MP 2013-2014\130717_SN201953_86mm_15867\130717_SN201953_86mm_15867.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29mp 86mm, ID: default Calibration Date: 25/07/2013 14:35pm Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 84.758715 mm xp = -0.177003 mm yp = -0.084052 mm K1 = 5.5077e-006 K2 = -2.8702e-008 K3 = 5.2109e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 21.1mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 5.tif 391.1842 39.0906 -381.1626 0.19423249 0.17358398 -0.75785538 # 1 2.tif 0.0000 0.0000 0.0000 -0.00000000 0.00000000 0.00000000 # 1 4.tif 228.9950 40.3714 -538.2817 0.05755874 0.31442495 -0.78724831 # 1 3.tif -162.5771 -5.7293 -174.6902 -0.06714542 0.13172783 0.00246441 # 1 1.tif 197.6580 14.6977 162.0759 0.05543712 -0.04129528 -0.39923529 # 1 6.tif 445.2136 1.2574 -188.7785 0.16016005 0.08868457 0.78304339 # 1 7.tif 854.0401 140.7763 -601.4005 0.35840292 0.26922288 0.84509859 # 1 8.tif 819.9122 198.3148 -757.8928 0.37932321 0.35590499 -0.65488131 # 1 10.tif 841.3993 431.5976 -1137.8118 0.43474792 0.54329486 -0.61474071 # 1 9.tif 631.4549 207.5898 -945.1300 0.28051048 0.42583731 -0.69134215 # 1 11.tif 998.6045 421.8063 -979.8060 0.49331993 0.48046047 -0.58666479 # 1 12.tif 1060.6309 337.6304 -808.5781 0.53380762 0.41494149 1.00202793 # 1 13.tif 1296.0426 875.0179 -1092.7436 0.73384614 0.56718145 1.93523628 # 1 14.tif 1285.8187 900.9385 -1246.1176 0.75178371 0.64947956 -1.30117674 # 1 15.tif 1114.1269 909.8149 -1414.4784 0.64290111 0.68984727 -1.37118178 Camera Image Omega Phi Kappa # 1 5.tif 1.74763862 0.19127717 -0.79181723 # 1 2.tif 1.57079633 -0.00000000 0.00000000 # 1 4.tif 1.88570906 0.05473400 -0.80506728 # 1 3.tif 1.70281822 -0.06656284 0.01129682 # 1 1.tif 1.52943758 0.05538981 -0.39694430 # 1 6.tif 1.66062448 0.15952523 0.76873671 # 1 7.tif 1.85733202 0.34494326 0.74579446 # 1 8.tif 1.95145920 0.35446241 -0.79289580 # 1 10.tif 2.15823877 0.36884230 -0.85034773 # 1 9.tif 2.01182883 0.25487242 -0.80979725 # 1 11.tif 2.10513029 0.43337699 -0.83023105 # 1 12.tif 2.04376801 0.48435407 0.76811839 # 1 13.tif 2.27979622 0.60026767 1.48403718 # 1 14.tif 2.37559774 0.57507142 -1.81578293 # 1 15.tif 2.37140122 0.48074020 -1.81603105 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 5.tif 0.68974027 0.25667297 -0.67703570 0.69865258 0.00958574 0.71539687 0.19011293 -0.96645077 -0.17271357 2.tif 1.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 1.00000000 -0.00000000 -1.00000000 -0.00000000 4.tif 0.69202485 0.25933046 -0.67368339 0.71979774 -0.17716732 0.67119517 0.05470667 -0.94939952 -0.30926966

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3.tif 0.99772185 -0.06741774 0.00244305 -0.01127156 -0.13088547 0.99133342 -0.06651369 -0.98910254 -0.13134719 1.tif 0.92083226 0.03502847 -0.38838249 0.38600914 0.05951665 0.92057303 0.05536149 -0.99761254 0.04128354 6.tif 0.70966291 0.05135192 0.70266744 -0.68640031 -0.17447205 0.70598450 0.15884949 -0.98332217 -0.08856837 7.tif 0.69128017 0.04647519 0.72109069 -0.63858503 -0.42770033 0.63975119 0.33814328 -0.90272503 -0.26598239 8.tif 0.65815759 0.49082218 -0.57089594 0.66810158 -0.03117750 0.74341660 0.34708625 -0.87070176 -0.34843878 10.tif 0.61535251 0.61449218 -0.49370098 0.70096734 -0.14011526 0.69929429 0.36053583 -0.77638075 -0.51695922 9.tif 0.66736660 0.46635613 -0.58063223 0.70075413 -0.12928797 0.70158982 0.25212195 -0.87509804 -0.41308345 11.tif 0.61233064 0.61972402 -0.49091071 0.66985318 -0.07685955 0.73850479 0.41993799 -0.78104721 -0.46218756 12.tif 0.63649171 -0.01836748 0.77106481 -0.61486637 -0.61562914 0.49288955 0.46563683 -0.78782193 -0.40313639 13.tif 0.07150252 -0.61147580 0.78802585 -0.82208075 -0.48354216 -0.30061639 0.56486337 -0.62632605 -0.53725697 14.tif -0.20353107 0.60772075 -0.76762659 0.81409682 0.54059795 0.21213256 0.54389472 -0.58174680 -0.60477201 15.tif -0.21526516 0.61812984 -0.75602672 0.86012454 0.48661260 0.15295084 0.46243561 -0.61735215 -0.63641938 ______________________________________________________________________________________________________ Camera Calibration File: \\xavier\pictometry\Processing Files - Penta\N897LP\N897LP_140115\130717_SN201053_86mm_15988_EOIO.txt EO/IO Summary (17/07/2013 17:33pm) Project Name: W:\Penta Camera Calibrations\29MP 2013-2014\130717_SN201053_86mm_15988\130717_SN201053_86mm_15988.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29mp 86mm, ID: default Calibration Date: 17/07/2013 17:33pm Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 84.430376 mm xp = -0.276749 mm yp = -0.222288 mm K1 = 1.0752e-005 K2 = -2.6602e-008 K3 = 5.6823e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 20.6mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 1.tif 2667.2401 915.0466 497.2362 0.62337839 -0.23912979 2.34564480 # 1 2.tif 2816.0284 980.1882 -215.1940 0.65490229 0.02347842 -0.80810795 # 1 3.tif 2834.6916 1028.5937 224.5223 0.65678192 -0.02380460 -0.80606889 # 1 4.tif 1939.3614 352.0536 -93.0496 0.43687034 -0.01598843 -0.01583252 # 1 5.tif 1947.7919 406.2338 362.2456 0.43226291 -0.11342394 -0.01632825 # 1 6.tif 1790.0777 362.1421 710.9272 0.40691323 -0.14883813 1.45858866 # 1 7.tif 1063.6267 106.3321 758.2684 0.16808577 -0.16138820 1.46433901 # 1 8.tif 1223.4249 113.8642 431.5271 0.23391612 -0.12288315 -0.02476349 # 1 9.tif 1202.5213 50.9972 -45.4512 0.25418944 0.00885680 -0.02710735 # 1 10.tif 0.0000 0.0000 0.0000 0.00000000 -0.00000000 -0.00000000 # 1 11.tif 15.8378 50.5398 456.4155 0.00220734 -0.06440112 -0.00180012 # 1 12.tif -172.6279 77.1599 791.9090 0.02313041 -0.16612863 1.53340398 # 1 13.tif -869.1724 321.6813 906.3546 -0.27946033 -0.19058061 0.48139595 # 1 14.tif -998.2483 269.1822 375.9488 -0.26124838 -0.15406943 0.81850671

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# 1 15.tif -994.2157 216.0534 -35.7378 -0.24974981 -0.02491619 0.81976666 Camera Image Omega Phi Kappa # 1 1.tif 1.27908947 0.60306518 2.51433186 # 1 2.tif 1.60039620 0.65469065 -0.82613504 # 1 3.tif 1.54074192 0.65656351 -0.78772026 # 1 4.tif 1.55315095 0.43681066 -0.00836698 # 1 5.tif 1.44599640 0.42930040 0.03584182 # 1 6.tif 1.40894528 0.40215335 1.52240951 # 1 7.tif 1.40714184 0.16588112 1.49159898 # 1 8.tif 1.44450887 0.23211973 0.00443493 # 1 9.tif 1.57994715 0.25417925 -0.02940840 # 1 10.tif 1.57079633 0.00000000 -0.00000000 # 1 11.tif 1.50639505 0.00220276 -0.00165806 # 1 12.tif 1.40462406 0.02281190 1.53722961 # 1 13.tif 1.37271952 -0.27426841 0.42708893 # 1 14.tif 1.41140512 -0.25808279 0.77750068 # 1 15.tif 1.54508268 -0.24967064 0.81341189 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 1.tif -0.66681889 -0.27100951 0.69419479 -0.48339548 -0.55166710 -0.67970010 0.56716962 -0.78880749 0.23685727 2.tif 0.53759434 0.43425617 -0.72278206 0.58328056 0.42749132 0.69067718 0.60891388 -0.79288886 -0.02347627 3.tif 0.55879331 0.40912123 -0.72136666 0.56139450 0.45362168 0.69214420 0.61039844 -0.79173682 0.02380235 4.tif 0.90607381 0.42282345 -0.01582984 0.00758128 0.02118292 0.99974687 0.42305174 -0.90596447 0.01598775 5.tif 0.90867320 0.41719281 -0.01622261 -0.03258246 0.10959686 0.99344195 0.41623479 -0.90218550 0.11318090 6.tif 0.04450916 0.17964056 0.98272489 -0.91914327 -0.37803908 0.11073440 0.39140081 -0.90819366 0.14828921 7.tif 0.07802859 0.17530323 0.98141750 -0.98318180 -0.14951476 0.10487556 0.16512142 -0.97309512 0.16068852 8.tif 0.97317139 0.22876530 -0.02457424 -0.00431597 0.12493871 0.99215507 0.23004092 -0.96543087 0.12257412 9.tif 0.96745150 0.25160094 -0.02710297 0.02845940 -0.00175334 0.99959341 0.25145112 -0.96782948 -0.00885669 10.tif 1.00000000 0.00000000 -0.00000000 0.00000000 0.00000000 1.00000000 0.00000000 -1.00000000 0.00000000 11.tif 0.99999620 0.00209149 -0.00179639 0.00165806 0.06436032 0.99792535 0.00220276 -0.99792453 0.06435661 12.tif 0.03355168 0.16607035 0.98554296 -0.99917666 -0.01693187 0.03686895 0.02280992 -0.98596853 0.16536552 13.tif 0.87615636 -0.16018180 0.45463373 -0.39874081 0.28910370 0.87030156 -0.27084277 -0.94380127 0.18942902 14.tif 0.68906621 -0.06824679 0.72147775 -0.67826749 0.28988535 0.67521826 -0.25522731 -0.95462498 0.15346062 15.tif 0.66572129 -0.15101451 0.73075973 -0.70410529 0.19714516 0.68217999 -0.24708482 -0.96867353 0.02491362 ______________________________________________________________________________________________________ Camera Calibration File: \\xavier\Pictometry\Processing Files - Penta\N5140D\N5140D_140210\131017_SN201042_65mm_15607_EOIO.txt EO/IO Summary (17/10/2013 16:27pm) Project Name: Z:\29MP 2013-2014\Shot\131017_SN201042_65mm_15607\131017_SN201042_65mm_15607.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29MP 65mm, ID: default Calibration Date: 17/10/2013 16:27pm Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 64.555362 mm xp = 0.141500 mm yp = -0.251292 mm

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K1 = 1.2007e-005 K2 = -7.8258e-009 K3 = -2.3090e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 20.9mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 1.tif -228.8167 68.4066 -390.1764 -0.14891496 0.27794769 0.46359081 # 1 4.tif 434.9159 33.1080 -344.8782 0.27745063 0.27766147 -1.99598306 # 1 3.tif 0.0000 0.0000 -0.0000 0.00000000 0.00000000 -0.00000000 # 1 6.tif 163.4294 68.3032 -567.6647 0.09365252 0.43324099 -0.45573749 # 1 5.tif 284.2992 33.3061 -371.6370 0.14431679 0.27277210 -0.44041543 # 1 2.tif -91.1758 30.4402 -180.6593 -0.21146276 0.15650708 0.46375263 # 1 9.tif 710.4802 219.2848 -463.1158 0.54775909 0.38132374 -1.94493961 # 1 10.tif 964.6869 457.8922 -556.0010 0.83690822 0.45420276 -1.79681357 # 1 7.tif 490.5845 222.2939 -725.7018 0.34962108 0.53615101 -0.43847730 # 1 11.tif 869.4901 432.5730 -651.7054 0.68449477 0.48211707 -0.30109504 # 1 8.tif 599.7617 187.7384 -530.6004 0.41876912 0.39540233 -0.39902745 # 1 12.tif 766.6712 469.8439 -840.2755 0.63013673 0.61249291 -0.30691835 # 1 13.tif 997.0656 762.8927 -946.0687 0.99026193 0.65444500 -0.92373032 # 1 14.tif 1152.5114 734.3818 -733.6170 0.95083387 0.52985595 -0.95598903 # 1 15.tif 1152.5129 704.7276 -660.9664 0.94524203 0.51200870 -2.38588759 Camera Image Omega Phi Kappa # 1 1.tif 1.85169435 -0.14315951 0.50473201 # 1 4.tif 1.85890830 0.26655935 -2.07388981 # 1 3.tif 1.57079633 0.00000000 -0.00000000 # 1 6.tif 2.00571311 0.08497799 -0.49514911 # 1 5.tif 1.84629173 0.13894580 -0.47954687 # 1 2.tif 1.73080914 -0.20883972 0.49720087 # 1 9.tif 2.00988126 0.50449984 -2.16817675 # 1 10.tif 2.20071425 0.73056018 -2.24955840 # 1 7.tif 2.13475117 0.29890798 -0.62261598 # 1 11.tif 2.16486173 0.59464080 -0.66284330 # 1 8.tif 1.99934161 0.38467819 -0.56881901 # 1 12.tif 2.28659168 0.50309444 -0.70394691 # 1 13.tif 2.52096281 0.72536048 -1.67181260 # 1 14.tif 2.36023905 0.77862068 -1.57206547 # 1 15.tif 2.33567720 0.78480060 -2.98187670 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 1.tif 0.86634989 -0.25404146 0.43000095 -0.47862601 -0.17636274 0.86012402 -0.14267101 -0.95097798 -0.27438268 4.tif -0.46511032 0.12716884 -0.87607105 0.84515415 0.35825946 -0.39669211 0.26341386 -0.92492067 -0.27410744 3.tif 1.00000000 0.00000000 -0.00000000 0.00000000 0.00000000 1.00000000 0.00000000 -1.00000000 -0.00000000 6.tif 0.87672279 0.26793219 -0.39946149 0.47344826 -0.33415640 0.81497623 0.08487576 -0.90363258 -0.41981456 5.tif 0.87865370 0.24374892 -0.41055347 0.45693070 -0.17984983 0.87113051 0.13849915 -0.95301653 -0.26940208 2.tif 0.85982401 -0.25589003 0.44184042 -0.46660371 -0.04241530 0.88344888 -0.20732497 -0.96577494 -0.15586893 9.tif -0.49240288 0.10539284 -0.86396282 0.72380466 0.60086087 -0.33922416 0.48336965 -0.79237527 -0.37214945 10.tif -0.46760821 0.11997199 -0.87575641 0.57971603 0.78954208 -0.20137682 0.66728696 -0.60185548 -0.43874604 7.tif 0.77633473 0.51389550 -0.36498739 0.55730405 -0.28909544 0.77835469 0.29447678 -0.80767273 -0.51083088

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11.tif 0.65294321 0.71036696 -0.26276216 0.50973378 -0.15553870 0.84615553 0.56021125 -0.68643026 -0.46365597 8.tif 0.78096440 0.51141016 -0.35854464 0.49927336 -0.16626371 0.85034257 0.37526087 -0.84309906 -0.38517951 12.tif 0.66784144 0.70205347 -0.24720182 0.56703609 -0.26476244 0.77998136 0.48213886 -0.66107623 -0.57490898 13.tif -0.07545799 0.77045920 -0.63300768 0.74444584 0.46587331 0.47829118 0.66340522 -0.43514904 -0.60871901 14.tif -0.00090348 0.70933265 -0.70487330 0.71188234 0.49548786 0.49771008 0.70229817 -0.50133718 -0.50540905 15.tif -0.69852412 -0.39323278 -0.59785620 0.11252387 0.76472294 -0.63445820 0.70668411 -0.51045745 -0.48992934 ______________________________________________________________________________________________________ Camera Calibration File: \\xavier\Pictometry\Processing Files - Penta\N5140D\N5140D_140210\131017_SN210052_86mm_18827_EOIO.txt EO/IO Summary (18/10/2013 10:22am) Project Name: Z:\29MP 2013-2014\Shot\131017_SN210052_86mm_18827\131017_SN210052_86mm_18827.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29MP 85mm, ID: default Calibration Date: 18/10/2013 10:22am Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 84.724241 mm xp = -0.058622 mm yp = -0.276893 mm K1 = 4.2703e-006 K2 = -2.5729e-008 K3 = 4.9832e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 21.1mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 11.tif 0.0000 0.0000 -0.0000 -0.00000000 0.00000000 0.00000000 # 1 12.tif 5.1965 2.8785 -206.2744 0.00423771 0.15906144 0.00018349 # 1 13.tif 303.8742 308.0114 -208.3092 0.22529340 0.13518490 -0.85280088 # 1 15.tif 314.2433 296.3878 52.7014 0.29976485 -0.02626768 -2.30298896 # 1 14.tif 316.0963 300.0562 -9.8475 0.23134277 -0.03341638 -0.84646460 # 1 10.tif 48.9683 0.7523 77.3054 0.02146118 -0.01979985 -1.58933866 # 1 6.tif -773.0919 300.4113 -210.3869 -0.61906728 0.16789126 -0.00263913 # 1 8.tif -370.1034 68.8680 -22.1593 -0.28421109 0.02312990 0.03623481 # 1 9.tif -312.8244 51.6180 70.2684 -0.22372094 -0.01164675 -1.60793958 # 1 7.tif -367.9767 72.6463 -211.2536 -0.32343571 0.16854859 0.05751027 # 1 4.tif -719.5524 252.8182 66.8594 -0.61182934 -0.00338845 -1.57417803 # 1 1.tif -995.0939 491.4072 -225.1949 -0.79708402 0.15577083 0.77770893 # 1 5.tif -773.4205 294.7660 -16.5405 -0.63366278 0.03589128 -0.00343987 # 1 3.tif -1001.4238 484.8545 125.0674 -0.82472059 -0.08748446 0.76053188 # 1 2.tif -995.8676 485.8717 -25.6626 -0.84888765 0.03451671 0.75885710 Camera Image Omega Phi Kappa # 1 11.tif 1.57079633 -0.00000000 0.00000000 # 1 12.tif 1.72985917 0.00418421 -0.00048773 # 1 13.tif 1.70944192 0.22320292 -0.88367902 # 1 15.tif 1.54330320 0.29965823 -2.29487129 # 1 14.tif 1.53646606 0.23121127 -0.83859465 # 1 10.tif 1.55099192 0.02145697 -1.58891369 # 1 6.tif 1.77597504 -0.60908437 0.11586466 # 1 8.tif 1.59489254 -0.28413295 0.04299080 # 1 9.tif 1.55885194 -0.22370551 -1.61058949 # 1 7.tif 1.74837452 -0.31868935 0.11368262

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# 1 4.tif 1.56665700 -0.61182531 -1.57655551 # 1 1.tif 1.79185753 -0.78476725 0.93520428 # 1 5.tif 1.61532364 -0.63318968 0.02291911 # 1 3.tif 1.44229034 -0.82059223 0.66628250 # 1 2.tif 1.62300288 -0.84821139 0.79803273 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 11.tif 1.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 1.00000000 -0.00000000 -1.00000000 -0.00000000 12.tif 0.99999113 0.00420863 0.00018117 0.00048773 -0.15839092 0.98737636 0.00418420 -0.98736751 -0.15839156 13.tif 0.61857622 0.24590090 -0.74625479 0.75390037 0.08181895 0.65187414 0.22135422 -0.96583560 -0.13477353 15.tif -0.63292262 -0.21606787 -0.74345385 0.71573015 0.20283938 -0.66827131 0.29519368 -0.95507636 0.02626466 14.tif 0.65071932 0.12757643 -0.74852429 0.72391405 0.19327002 0.66226516 0.22915673 -0.97281599 0.03341016 10.tif -0.01811220 -0.02018848 -0.99963212 0.99960573 0.02108884 -0.01853763 0.02145533 -0.99957375 0.01979856 6.tif 0.81467312 -0.57991460 -0.00260202 -0.09481649 -0.13762350 0.98593590 -0.57211672 -0.80296876 -0.16710363 8.tif 0.95901815 -0.28102045 0.03621720 -0.04125437 -0.01202743 0.99907628 -0.28032527 -0.95962641 -0.02312784 9.tif -0.03879136 -0.00310972 -0.99924249 0.97431018 -0.22212805 -0.03713219 -0.22184431 -0.97501254 0.01164648 7.tif 0.94351700 -0.32644272 0.05666406 -0.10772596 -0.14052245 0.98419945 -0.31332217 -0.93471311 -0.16775168 4.tif -0.00471445 -0.00083143 -0.99998854 0.81858742 -0.57437201 -0.00338167 -0.57436262 -0.81859398 0.00338845 1.tif 0.42004156 -0.58575030 0.69315343 -0.56938212 0.42465822 0.70389587 -0.70666052 -0.69033469 -0.15514164 5.tif 0.80593250 -0.59199745 -0.00343765 -0.01847449 -0.03095386 0.99935006 -0.59171910 -0.80534519 -0.03588357 3.tif 0.53597049 -0.49114044 0.68667074 -0.42139129 0.54916310 0.72169888 -0.73154973 -0.67616637 0.08737291 2.tif 0.46168254 -0.56030501 0.68768272 -0.47349878 0.49989735 0.72519070 -0.75009875 -0.66042481 -0.03450986 ______________________________________________________________________________________________________ Camera Calibration File: \\xavier\Pictometry\Processing Files - Penta\N5140D\N5140D_140210\131017_SN201485_86mm_15939_EOIO.txt EO/IO Summary (18/10/2013 11:09am) Project Name: X:\29MP 2013-2014\Shot\131017_SN201485_86mm_15939\131017_SN201485_86mm_15939.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29MP 85mm, ID: default Calibration Date: 18/10/2013 11:09am Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 84.701862 mm xp = -0.176662 mm yp = -0.049498 mm K1 = 4.3261e-006 K2 = -2.0315e-008 K3 = 3.8481e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 19.6mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians)

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Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 4.tif 87.2256 -14.7106 81.4899 0.03662865 -0.02546965 -1.57221310 # 1 3.tif -304.7583 22.3937 153.9348 -0.16463963 -0.10095942 0.46796463 # 1 2.tif -305.2355 23.2340 0.0779 -0.25995591 0.02371913 0.80139152 # 1 1.tif -303.5486 23.4803 -215.2316 -0.19023331 0.08519842 0.94808041 # 1 5.tif 0.0037 0.0031 -0.0032 -0.00000000 0.00000000 0.00000000 # 1 8.tif 410.6498 22.0819 10.2817 0.30259511 -0.01026403 0.03506219 # 1 7.tif 411.7785 21.1046 -193.7593 0.29835489 0.16733066 0.03926434 # 1 6.tif -0.0799 -1.2181 -194.9835 -0.01403976 0.16948114 0.01522734 # 1 9.tif 473.8504 45.5821 86.7873 0.39535912 -0.05620001 -1.56626849 # 1 10.tif 753.0430 232.1927 91.9308 0.64086483 -0.06681061 -1.54794631 # 1 11.tif 701.7613 197.2488 -14.9041 0.53188977 0.00219303 0.02520273 # 1 12.tif 707.0590 197.7327 -189.1590 0.51971055 0.15440247 0.05020378 # 1 13.tif 1010.5922 515.0203 -201.3218 0.84902972 0.15650118 -0.72730892 # 1 15.tif 1002.1206 507.4167 54.8241 0.80649807 -0.00095804 -2.31235703 # 1 14.tif 1014.8176 517.6928 16.9975 0.87195969 0.00238306 -0.80818055 Camera Image Omega Phi Kappa # 1 4.tif 1.54530959 0.03661676 -1.57127987 # 1 3.tif 1.46846254 -0.16379368 0.45122092 # 1 2.tif 1.59533977 -0.25988109 0.80769952 # 1 1.tif 1.65755218 -0.18953490 0.96446506 # 1 5.tif 1.57079633 -0.00000000 0.00000000 # 1 8.tif 1.56004381 0.30257866 0.03826637 # 1 7.tif 1.74570768 0.29406233 -0.01191110 # 1 6.tif 1.74029386 -0.01383859 0.01759559 # 1 9.tif 1.50990971 0.39470032 -1.54283098 # 1 10.tif 1.48751641 0.63920178 -1.49819118 # 1 11.tif 1.57334088 0.53188835 0.02391223 # 1 12.tif 1.74822848 0.51291685 -0.03756517 # 1 13.tif 1.80522577 0.83525235 -0.90256941 # 1 15.tif 1.56941194 0.80649759 -2.31135769 # 1 14.tif 1.57450059 0.87195631 -0.81101650 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 4.tif -0.00048322 -0.02550167 -0.99967466 0.99932956 0.03658437 -0.00141632 0.03660858 -0.99900513 0.02546689 3.tif 0.88787071 -0.10142826 0.44877379 -0.43022820 0.16266478 0.88794361 -0.16306227 -0.98145427 0.10078800 2.tif 0.66795394 -0.19528735 0.71812282 -0.69843124 0.16869109 0.69551213 -0.25696564 -0.96612948 -0.02371691 1.tif 0.55965153 -0.17816013 0.80935106 -0.80702837 0.10485972 0.58112791 -0.18840215 -0.97839839 -0.08509538 5.tif 1.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 1.00000000 -0.00000000 -1.00000000 -0.00000000 8.tif 0.95387246 0.29815871 0.03505316 -0.03651906 -0.00065483 0.99933274 0.29798271 -0.95451609 0.01026385 7.tif 0.95700645 0.28747261 0.03870599 0.01139954 -0.17060892 0.98527288 0.28984256 -0.94247127 -0.16655089 6.tif 0.99974946 -0.01660573 0.01500859 -0.01759300 -0.16842100 0.98555814 -0.01383815 -0.98557527 -0.16867095 9.tif 0.02581178 -0.05009297 -0.99841096 0.92275090 0.38537039 0.00452068 0.38453157 -0.92140130 0.05617043 10.tif 0.05821969 -0.03983959 -0.99750853 0.80045774 0.59895551 0.02279706 0.59655500 -0.79979067 0.06676092 11.tif 0.86160452 0.50695425 0.02520000 -0.02060681 -0.01467000 0.99968002 0.50716172 -0.86184812 -0.00219303 12.tif 0.87070215 0.48930463 0.04958570 0.03272347 -0.15823777 0.98685864 0.49072083 -0.85763733 -0.15378971 13.tif 0.41574257 0.62917042 -0.65673640 0.52667494 0.42214869 0.73783738 0.74146586 -0.65263701 -0.15586311 15.tif -0.46691491 -0.48806726 -0.73741496 0.51078107 0.53186882 -0.67543931 0.72186783 -0.69203028 0.00095804 14.tif 0.44310119 0.52999038 -0.72302942 0.46640636 0.55248740 0.69081313 0.76558896 -0.64332563 -0.00238306 ______________________________________________________________________________________________________

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Camera Calibration File: \\xavier\Pictometry\Processing Files - Penta\N5140D\N5140D_140210\131017_SN201837_86mm_15930_EOIO.txt EO/IO Summary (18/10/2013 11:04am) Project Name: X:\29MP 2013-2014\Shot\131017_SN201837_86mm_15930\131017_SN201837_86mm_15930.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29MP 85mm, ID: default Calibration Date: 18/10/2013 11:04am Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 84.774610 mm xp = -0.267143 mm yp = -0.040220 mm K1 = 3.6368e-006 K2 = -2.2591e-008 K3 = 4.2939e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 21.3mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 2.tif -119.6853 14.4325 -158.0193 -0.13378853 0.04426239 0.48719331 # 1 1.tif -204.9524 50.9889 -388.3183 -0.16610983 0.19601848 0.48595444 # 1 3.tif 0.0000 0.0000 0.0000 -0.00000000 0.00000000 -0.00000000 # 1 4.tif 430.6531 52.5270 -286.0409 0.21233906 0.14452609 -1.94632055 # 1 5.tif 314.3945 45.1930 -354.0710 0.12506308 0.21176307 -0.38952604 # 1 6.tif 224.7200 69.2007 -549.3387 0.07694313 0.30265047 -0.39636419 # 1 7.tif 649.4265 201.1021 -727.0081 0.33747725 0.40730278 -0.33860271 # 1 8.tif 741.8387 176.2988 -523.2904 0.39493792 0.27631640 -0.31661319 # 1 9.tif 843.6223 204.8693 -455.6655 0.51443916 0.25067452 -1.85016047 # 1 10.tif 1097.6311 480.2618 -534.4643 0.73462952 0.30447525 -1.79617388 # 1 11.tif 1003.7044 444.0080 -611.3465 0.62916319 0.35768576 -0.27091054 # 1 13.tif 1278.1890 880.9519 -945.5309 1.01087581 0.56265411 -0.83603241 # 1 12.tif 915.8159 470.8352 -814.2686 0.60406280 0.49753872 -0.28994125 # 1 14.tif 1409.9102 857.4008 -708.5702 1.01205322 0.40942804 -0.86873501 # 1 15.tif 1399.5182 840.7013 -666.6673 0.96885374 0.44094612 -2.36594098 Camera Image Omega Phi Kappa # 1 2.tif 1.61545730 -0.13365671 0.49314868 # 1 1.tif 1.76947961 -0.16290007 0.51859620 # 1 3.tif 1.57079633 -0.00000000 -0.00000000 # 1 4.tif 1.71859534 0.21009193 -1.97736045 # 1 5.tif 1.78417638 0.12225524 -0.41594405 # 1 6.tif 1.87429082 0.07343960 -0.41933851 # 1 7.tif 1.99963697 0.30891025 -0.47672155 # 1 8.tif 1.86886374 0.37917705 -0.42984610 # 1 9.tif 1.85685929 0.49686039 -1.98945492 # 1 10.tif 1.97136840 0.69382282 -2.06063074 # 1 11.tif 2.00381555 0.58383049 -0.52042052 # 1 13.tif 2.44166027 0.79902996 -1.54110045 # 1 12.tif 2.15409145 0.52259182 -0.60811919 # 1 14.tif 2.25676998 0.89122182 -1.43572623 # 1 15.tif 2.26560367 0.84113090 -2.92184042 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 2.tif 0.87299057 -0.13839936 0.46768909 -0.46917957 0.02369580 0.88278482 -0.13325912 -0.99009299 -0.04424794

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1.tif 0.85701765 -0.23591836 0.45810837 -0.48909939 -0.09262129 0.86729642 -0.16218056 -0.96734886 -0.19476561 3.tif 1.00000000 -0.00000000 -0.00000000 0.00000000 -0.00000000 1.00000000 -0.00000000 -1.00000000 -0.00000000 4.tif -0.38676049 0.05368437 -0.92061627 0.89828910 0.24769694 -0.36293653 0.20854981 -0.96734907 -0.14402347 5.tif 0.90790782 0.19458709 -0.37126710 0.40103787 -0.14555126 0.90442438 0.12195092 -0.97002613 -0.21018392 6.tif 0.91089653 0.18563507 -0.36852018 0.40605889 -0.24445420 0.88054433 0.07337360 -0.95172568 -0.29805125 7.tif 0.84644713 0.43646875 -0.30499555 0.43714838 -0.24258171 0.86605739 0.30402065 -0.86640010 -0.39613420 8.tif 0.84446111 0.44402880 -0.29953941 0.38713033 -0.11950416 0.91424770 0.37015610 -0.88800742 -0.27281363 9.tif -0.35737842 0.07189971 -0.93118800 0.80316148 0.53251782 -0.26712619 0.47666791 -0.84335947 -0.24805746 10.tif -0.36170816 0.06704591 -0.92987744 0.67840359 0.70307626 -0.21319554 0.63948086 -0.70794677 -0.29979260 11.tif 0.72389688 0.64275731 -0.25067179 0.41488003 -0.11526536 0.90254554 0.55122397 -0.75734863 -0.35010740 13.tif 0.02070693 0.77825592 -0.62760572 0.69709477 0.43874666 0.56706283 0.71667992 -0.44924279 -0.53343304 12.tif 0.71118071 0.65658476 -0.25123387 0.49506923 -0.21402325 0.84208106 0.49912770 -0.72324996 -0.47726411 14.tif 0.08462857 0.70870843 -0.70040728 0.62273802 0.51111560 0.59241725 0.77784019 -0.48630567 -0.39808470 15.tif -0.65058906 -0.41926316 -0.63320792 0.14531510 0.74965993 -0.64567292 0.74539748 -0.51208241 -0.42679528 ______________________________________________________________________________________________________ Camera Calibration File: \\xavier\Pictometry\Processing Files - Penta\N5140D\N5140D_140210\131017_SN200863_86mm_18360_EOIO.txt EO/IO Summary (18/10/2013 10:35am) Project Name: X:\29MP 2013-2014\Shot\131017_SN200863_86mm_18360\131017_SN200863_86mm_18360.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29MP 85mm, ID: default Calibration Date: 18/10/2013 10:33am Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 84.766888 mm xp = 0.121124 mm yp = -0.043130 mm K1 = 4.3158e-006 K2 = -1.4266e-008 K3 = 3.6096e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 20.3mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 13.tif 0.0000 0.0000 0.0000 0.00000000 0.00000000 0.00000000 # 1 12.tif -351.8807 -26.4086 -365.2028 -0.14428424 0.15037426 0.85884519 # 1 14.tif -167.4915 40.7075 142.4287 -0.03864239 -0.17354001 -0.02502895 # 1 11.tif -523.0241 16.0112 -218.4723 -0.26502879 0.04167600 0.85617892 # 1 15.tif -224.2528 52.6572 177.2963 -0.08915811 -0.17321469 -1.50188507 # 1 7.tif -585.4716 86.9537 -661.6343 -0.32234027 0.32369446 0.89926410 # 1 6.tif -814.2007 416.4766 -999.4982 -0.55190680 0.60732857 0.80058577 # 1 8.tif -735.1292 121.2765 -528.2266 -0.42012650 0.25360443 0.86537806 # 1 10.tif -559.5745 32.7512 -127.8745 -0.27836064 0.00418801 -0.70568949 # 1 9.tif -780.1464 104.2453 -399.2921 -0.43386594 0.18992555 -0.74745132 # 1 2.tif -1062.8060 724.0788 -1061.0892 -0.87810561 0.70573990 1.47165911

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# 1 3.tif -1189.7798 723.4463 -904.8551 -0.93079598 0.47581715 1.22820075 # 1 5.tif -990.4061 456.1293 -839.5207 -0.70594690 0.47420149 0.71949931 # 1 4.tif -1018.7533 416.0476 -745.0559 -0.67043992 0.43073290 -0.83572552 # 1 1.tif -905.7761 692.3533 -1202.5966 -0.75679695 0.70261278 1.59509503 Camera Image Omega Phi Kappa # 1 13.tif 1.57079633 0.00000000 0.00000000 # 1 12.tif 1.72272546 -0.14264480 0.88060796 # 1 14.tif 1.39712926 -0.03806169 -0.03170457 # 1 11.tif 1.61397825 -0.26479312 0.86748659 # 1 15.tif 1.39690471 -0.08782047 -1.51729108 # 1 7.tif 1.91077420 -0.30504426 1.00509939 # 1 6.tif 2.25529111 -0.44510433 1.13849236 # 1 8.tif 1.84739107 -0.40588258 0.97699300 # 1 10.tif 1.57515200 -0.27835813 -0.70449264 # 1 9.tif 1.77958197 -0.42555078 -0.66020730 # 1 2.tif 2.49846799 -0.62576090 2.13505768 # 1 3.tif 2.28271820 -0.79376434 1.77974255 # 1 5.tif 2.16417529 -0.61525842 1.09072864 # 1 4.tif 2.10118961 -0.59992235 -0.51599135 # 1 1.tif 2.43212236 -0.55151745 2.14302974 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 13.tif 1.00000000 0.00000000 0.00000000 -0.00000000 -0.00000000 1.00000000 0.00000000 -1.00000000 -0.00000000 12.tif 0.63021596 -0.20617548 0.74854493 -0.76329413 0.01200280 0.64593962 -0.14216155 -0.97844142 -0.14980818 14.tif 0.99877356 -0.04293875 -0.02465043 0.03167630 0.17152048 0.98467118 -0.03805250 -0.98424437 0.17267026 11.tif 0.62420434 -0.20202662 0.75468814 -0.73612297 0.17150233 0.65475944 -0.26170961 -0.96424696 -0.04166394 15.tif 0.05327362 -0.17738882 -0.98269788 0.99472071 -0.07700840 0.06782634 -0.08770763 -0.98112329 0.17234982 7.tif 0.51125895 -0.43328412 0.74221234 -0.80524092 0.06029583 0.58987412 -0.30033539 -0.89923817 -0.31807132 6.tif 0.37814249 -0.71386540 0.58941025 -0.81953230 0.03797503 0.57177329 -0.43055204 -0.69925252 -0.57067579 8.tif 0.51405894 -0.43885234 0.73698849 -0.76148069 0.16201034 0.62761438 -0.39482979 -0.88383329 -0.25089472 10.tif 0.73261155 -0.20654101 -0.64855311 0.62271802 -0.18127588 0.76115788 -0.27477735 -0.96149876 -0.00418800 9.tif 0.71941822 -0.19187691 -0.66754825 0.55858303 -0.41139487 0.72023556 -0.41282250 -0.89103171 -0.18878578 2.tif -0.43345823 -0.48833115 0.75739465 -0.68487435 0.72475656 0.07533296 -0.58571417 -0.48606648 -0.64859717 3.tif -0.14544234 -0.52710741 0.83726000 -0.68591599 0.66358654 0.29861710 -0.71299775 -0.53085845 -0.45806498 5.tif 0.37714914 -0.71695233 0.58629164 -0.72431610 0.16617277 0.66914333 -0.57716958 -0.67702731 -0.45662820 4.tif 0.71791837 -0.17400697 -0.67402877 0.40724006 -0.68029947 0.60938344 -0.56457838 -0.71197908 -0.41753688 1.tif -0.46122139 -0.45300218 0.76293110 -0.71604433 0.69780851 -0.01854189 -0.52398029 -0.55484440 -0.64621385 ______________________________________________________________________________________________________ Camera Calibration File: \\Xavier\pictometry\Processing Files - Penta\N725SP\N725SP_131227\130703_SN206323_65mm_18321_EOIO.txt EO/IO Summary (03/07/2013 15:40pm) Project Name: W:\Penta Camera Calibrations\29MP 2013-2014\130703_SN206323_65mm_18321\130703_SN206323_65mm_18321.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29mp 65mm, ID: default Calibration Date: 03/07/2013 15:40pm Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm

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c = 64.684234 mm xp = -0.113234 mm yp = -0.185373 mm K1 = 8.5340e-006 K2 = -7.1486e-009 K3 = -2.6284e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 21.1mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 2.tif -0.0000 0.0000 0.0000 0.00000000 -0.00000000 0.00000000 # 1 1.tif -262.9479 -31.6681 -209.7309 -0.15215843 0.07979317 -0.02486457 # 1 3.tif 232.3455 19.6192 171.1336 0.17693751 -0.04080785 -0.41306739 # 1 4.tif 604.7184 108.1158 -331.2163 0.38319887 0.21920683 0.80396116 # 1 5.tif 521.1889 174.0288 -600.3572 0.33328569 0.28484968 -0.78363263 # 1 6.tif 295.0310 150.3327 -804.9907 0.24119417 0.36435593 -0.81159533 # 1 7.tif 634.5328 410.7905 -1205.5649 0.38392743 0.50780613 -0.77282557 # 1 8.tif 856.1765 432.0110 -1002.0603 0.48165653 0.42760603 -0.73120692 # 1 9.tif 988.0792 371.7599 -744.7355 0.53100132 0.29409199 0.84634381 # 1 10.tif 1262.7589 723.8352 -1073.8801 0.59846547 0.34529826 0.85828274 # 1 11.tif 1127.3779 772.0672 -1299.9638 0.63838486 0.53957947 -0.66832590 # 1 12.tif 895.4805 748.2135 -1520.0154 0.50993728 0.66954738 -0.70982484 # 1 13.tif 1084.1630 1363.3423 -1786.6257 0.86212779 0.86729469 -1.06947299 # 1 14.tif 1318.6767 1397.5165 -1577.9558 0.96417945 0.74098739 -1.12912265 # 1 15.tif 1412.9907 1274.3592 -1414.5339 0.97565125 0.59695232 1.90718167 Camera Image Omega Phi Kappa # 1 2.tif 1.57079633 0.00000000 0.00000000 # 1 1.tif 1.65151816 -0.15167054 -0.01264238 # 1 3.tif 1.52934199 0.17678865 -0.40577280 # 1 4.tif 1.80653819 0.37357068 0.71652257 # 1 5.tif 1.87127735 0.31936825 -0.88061425 # 1 6.tif 1.94503970 0.22507750 -0.89902722 # 1 7.tif 2.11134391 0.33344456 -0.96679273 # 1 8.tif 2.04576417 0.43514021 -0.94467222 # 1 9.tif 1.90857564 0.50596899 0.67772969 # 1 10.tif 1.98142386 0.55874423 0.63145173 # 1 11.tif 2.21155323 0.53662311 -1.03255593 # 1 12.tif 2.30740926 0.39275831 -1.04391768 # 1 13.tif 2.63714754 0.51339704 -1.79651385 # 1 14.tif 2.58434827 0.65122951 -1.90073100 # 1 15.tif 2.45188058 0.75440488 1.21425030 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 2.tif 1.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 1.00000000 0.00000000 -1.00000000 0.00000000 1.tif 0.98844106 -0.14956630 -0.02478290 0.01249692 -0.08253162 0.99651009 -0.15108970 -0.98530120 -0.07970853 3.tif 0.90447683 0.14509083 -0.40108642 0.38857650 0.10743825 0.91513132 0.17586919 -0.98356783 0.04079652 4.tif 0.70208441 0.11419183 0.70287816 -0.61146929 -0.40918199 0.67725579 0.36494216 -0.90527914 -0.21745550 5.tif 0.60448333 0.41917803 -0.67741397 0.73213710 0.04281772 0.67981020 0.31396682 -0.90689383 -0.28101319 6.tif 0.60667348 0.41542628 -0.67776714 0.76297911 -0.06492126 0.64315481 0.22318191 -0.90730714 -0.35634758 7.tif 0.53666030 0.58294046 -0.61006241 0.77773425 -0.06128388 0.62559869 0.32729980 -0.81020041 -0.48626139

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8.tif 0.53139893 0.59024121 -0.60764338 0.73479335 0.03577678 0.67734685 0.42153755 -0.80643371 -0.41469358 9.tif 0.68139388 0.14841973 0.71671052 -0.54846301 -0.54487380 0.63427192 0.48465525 -0.82527821 -0.28987094 10.tif 0.68441796 0.15668248 0.71205524 -0.50054262 -0.60913599 0.61515073 0.53012182 -0.77743420 -0.33847735 11.tif 0.44057125 0.72336959 -0.53163278 0.73792549 0.04543557 0.67335100 0.51123668 -0.68896447 -0.51377526 12.tif 0.46455011 0.72323700 -0.51100043 0.79856415 -0.09273491 0.59472308 0.38273815 -0.68434529 -0.62063115 13.tif -0.19495295 0.80010950 -0.56729016 0.84898507 0.42728597 0.31088750 0.49113918 -0.42101245 -0.76258169 14.tif -0.25767494 0.69908027 -0.66700105 0.75244131 0.57824742 0.31537595 0.60616474 -0.42061467 -0.67501674 15.tif 0.25433789 -0.57080678 0.78069959 -0.68285114 -0.67763569 -0.27299120 0.68485513 -0.46366960 -0.56212449 ______________________________________________________________________________________________________ Camera Calibration File: \\Xavier\pictometry\Processing Files - Penta\N725SP\N725SP_131227\130716_SN201934_86mm_15853_EOIO.txt EO/IO Summary (25/07/2013 13:17pm) Project Name: W:\Penta Camera Calibrations\29MP 2013-2014\130716_SN201938_86mm_15853\130716_SN201938_86mm_15853.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29mp 86mm, ID: default Calibration Date: 25/07/2013 13:17pm Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 84.720290 mm xp = 0.128879 mm yp = -0.043346 mm K1 = 4.9132e-006 K2 = -2.2855e-008 K3 = 4.3393e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 20.5mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 1.tif 1432.1379 485.2581 46.7197 0.65798016 -0.01533828 2.61549183 # 1 2.tif 1531.8181 561.2496 -44.6844 0.68802959 0.09681170 -0.74571289 # 1 3.tif 1518.4390 563.9573 -333.1062 0.70919878 0.09965565 -0.74821154 # 1 4.tif 957.3190 187.9358 142.4270 0.46938720 -0.07847931 1.55403472 # 1 5.tif 500.5302 -5.3109 164.4388 0.16851153 -0.08931959 1.53636638 # 1 6.tif -40.5792 2.1752 187.7589 0.00241178 -0.09487344 1.54001446 # 1 7.tif -0.0000 0.0000 -0.0000 0.00000000 0.00000000 0.00000000 # 1 9.tif 537.3307 13.6697 -271.2503 0.29897918 0.01215683 0.00065633 # 1 8.tif -3.4235 1.1318 -247.8705 -0.05127345 -0.00088364 -0.00041311 # 1 10.tif 562.7892 14.6369 5.4648 0.19468634 0.00597663 -0.00200916 # 1 11.tif 999.9765 179.0832 -9.7403 0.51742507 0.01582391 0.01833733 # 1 12.tif 988.1011 180.3125 -293.1035 0.54452590 0.01712238 0.01916862 # 1 13.tif -577.8656 229.0856 -239.6294 -0.34299550 0.03450682 0.74929448 # 1 14.tif -569.6628 227.2628 15.0055 -0.31481140 0.03522918 0.74977517 # 1 15.tif -542.4376 228.3661 286.1675 -0.18705351 -0.19118844 0.32879861 Camera Image Omega Phi Kappa # 1 1.tif 1.55141184 0.65788925 2.62734536 # 1 2.tif 1.69585604 0.68418643 -0.82500406 # 1 3.tif 1.70179693 0.70494886 -0.83338166 # 1 4.tif 1.48284618 0.46782671 1.59377727 # 1 5.tif 1.48020035 0.16783339 1.55154050

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# 1 6.tif 1.47592261 0.00240093 1.54024293 # 1 7.tif 1.57079633 0.00000000 0.00000000 # 1 9.tif 1.58351744 0.29895641 -0.00309052 # 1 8.tif 1.56991153 -0.05127343 -0.00045845 # 1 10.tif 1.57688804 0.19468282 -0.00318765 # 1 11.tif 1.58900316 0.51735382 0.00933180 # 1 12.tif 1.59081305 0.54443713 0.00880021 # 1 13.tif 1.60743558 -0.34278292 0.76161417 # 1 14.tif 1.60784472 -0.31460935 0.76124435 # 1 15.tif 1.37629792 -0.18360603 0.29284866 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 1.tif -0.68894240 -0.52273104 0.50210620 -0.38921678 -0.31757862 -0.86466995 0.61144801 -0.79113595 0.01533768 2.tif 0.52583423 0.51714912 -0.67531855 0.56922783 0.37600278 0.73116454 0.63204275 -0.76888146 -0.09666054 3.tif 0.51211197 0.52865409 -0.67695361 0.56377652 0.38771206 0.72927045 0.64799488 -0.75511868 -0.09949078 4.tif -0.02050984 0.07749137 0.99678204 -0.89231476 -0.45110440 0.01670923 0.45094758 -0.88910062 0.07839878 5.tif 0.01898409 0.09365855 0.99542337 -0.98576622 -0.16458867 0.03428592 0.16704658 -0.98190562 0.08920087 6.tif 0.03054855 0.09476026 0.99503130 -0.99953040 0.00050490 0.03063860 0.00240093 -0.99549999 0.09473118 7.tif 1.00000000 0.00000000 0.00000000 -0.00000000 -0.00000000 1.00000000 0.00000000 -1.00000000 -0.00000000 9.tif 0.95563981 0.29453714 0.00065628 0.00295343 -0.01181055 0.99992589 0.29452306 -0.95556705 -0.01215653 8.tif 0.99868570 -0.05125134 -0.00041311 0.00045785 0.00086130 0.99999952 -0.05125096 -0.99868541 0.00088364 10.tif 0.98110409 0.19347020 -0.00200912 0.00312742 -0.00547498 0.99998012 0.19345535 -0.98109088 -0.00597659 11.tif 0.86909313 0.49430860 0.01833400 -0.00811044 -0.02281954 0.99970670 0.49458199 -0.86898693 -0.01582325 12.tif 0.85538583 0.51763674 0.01916463 -0.00752777 -0.02457159 0.99966973 0.51793668 -0.85524759 -0.01712154 13.tif 0.68161896 -0.26836561 0.68071690 -0.64994312 0.20527952 0.73173373 -0.33610941 -0.94119085 -0.03449997 14.tif 0.68844341 -0.24942869 0.68105139 -0.65596452 0.18649968 0.73138801 -0.30944502 -0.95026480 -0.03522190 15.tif 0.94133272 -0.11571250 0.31702259 -0.28382854 0.23675829 0.92918613 -0.18257617 -0.96465337 0.19002581 ______________________________________________________________________________________________________ Camera Calibration File: \\Xavier\pictometry\Processing Files - Penta\N725SP\N725SP_131227\131114_SN200832_86mm_18331_EOIO.txt EO/IO Summary (14/11/2013 14:19pm) Project Name: X:\29MP 2013-2014\Shot\131114_SN200832_86mm_18331\131114_SN200832_86mm_18331.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29MP 85mm, ID: default Calibration Date: 14/11/2013 14:19pm Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 84.700297 mm xp = -0.214264 mm yp = -0.282792 mm K1 = 5.2446e-006 K2 = -2.4558e-008 K3 = 4.8083e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000

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Maximum observational radial distance encountered: 20.8mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 1.tif 0.0000 0.0000 -0.0000 0.00000000 0.00000000 0.00000000 # 1 4.tif 723.7647 182.2357 -143.7607 0.41444872 0.10819462 -2.33127490 # 1 2.tif 175.3954 18.7385 210.2999 0.05312888 -0.04307217 -0.03365667 # 1 3.tif 339.2904 39.7116 359.1594 0.17964789 -0.11003465 -0.40781898 # 1 5.tif 568.8515 153.9279 -130.0151 0.26838878 0.14452661 -0.68834249 # 1 6.tif 385.8435 131.1758 -337.4867 0.18478019 0.23116708 -0.75651471 # 1 7.tif 750.1918 267.5719 -688.8098 0.41310910 0.43202471 -0.72286541 # 1 9.tif 1050.6270 351.5894 -465.8855 0.61683694 0.30657537 -2.22266562 # 1 8.tif 930.1369 289.5921 -488.2351 0.51113701 0.31365562 -0.67996166 # 1 11.tif 1163.5661 604.5194 -780.1567 0.68369724 0.46036832 -0.59739247 # 1 10.tif 1301.6246 680.6302 -727.3846 0.84163284 0.43941392 -2.09847603 # 1 12.tif 1002.5787 587.7382 -966.1350 0.59912510 0.56662874 -0.63844971 # 1 13.tif 1240.6481 919.7306 -1270.2404 0.83019043 0.69245782 -1.46341841 # 1 14.tif 1446.5138 947.8932 -1072.4080 0.95155573 0.59031932 -1.37504428 # 1 15.tif 1504.9197 949.5061 -1014.0460 0.93908547 0.60166412 -2.76282223 Camera Image Omega Phi Kappa # 1 1.tif 1.57079633 0.00000000 -0.00000000 # 1 4.tif 1.68890916 0.41187775 -2.37874453 # 1 2.tif 1.52766337 0.05307956 -0.03136685 # 1 3.tif 1.45897674 0.17854970 -0.38787899 # 1 5.tif 1.72061065 0.26552256 -0.72793189 # 1 6.tif 1.80582217 0.17981054 -0.79931274 # 1 7.tif 2.03717884 0.37317390 -0.90437971 # 1 9.tif 1.94097840 0.58414455 -2.43350166 # 1 8.tif 1.92684232 0.48397766 -0.85130908 # 1 11.tif 2.13988283 0.60152495 -0.94471345 # 1 10.tif 2.18523226 0.74081332 -2.54287220 # 1 12.tif 2.22722883 0.49585988 -0.98979100 # 1 13.tif 2.45870593 0.60415800 -2.07303499 # 1 14.tif 2.42772831 0.74300839 -2.03805565 # 1 15.tif 2.43126699 0.72789798 2.86197755 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 1.tif 1.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 1.00000000 0.00000000 -1.00000000 -0.00000000 4.tif -0.66241776 -0.20594690 -0.72026980 0.63319665 0.35987644 -0.68523788 0.40033075 -0.90998616 -0.10798366 2.tif 0.99810040 0.05162691 -0.03361911 0.03131754 0.04476071 0.99850673 0.05305464 -0.99766284 0.04305886 3.tif 0.91099665 0.12117726 -0.39420955 0.37221291 0.17005165 0.91243629 0.17760251 -0.97795629 0.10981274 5.tif 0.72038943 0.29301407 -0.62863489 0.64201106 0.06120895 0.76424817 0.26241355 -0.95414685 -0.14402399 6.tif 0.68595902 0.28819928 -0.66813277 0.70531932 -0.03767164 0.70788806 0.17884317 -0.95682915 -0.22911372 7.tif 0.57562745 0.55474994 -0.60075415 0.73194247 -0.02200259 0.68101109 0.36457272 -0.83172615 -0.41871034 9.tif -0.63365033 -0.15523538 -0.75788471 0.54254075 0.60919559 -0.57838591 0.55148598 -0.77767777 -0.30179546 8.tif 0.58331378 0.54957876 -0.59808713 0.66576086 0.09831769 0.73965945 0.46530367 -0.82963656 -0.30853796 11.tif 0.48312100 0.71599685 -0.50392719 0.66809491 0.07053252 0.74072556 0.56590042 -0.69453127 -0.44427811 10.tif -0.60956422 -0.13062368 -0.78190084 0.41588129 0.78700991 -0.45569524 0.67488830 -0.60295344 -0.42540914 12.tif 0.48275928 0.71702322 -0.50281326 0.73523406 -0.01990811 0.67752089 0.47578815 -0.69676493 -0.53679072 13.tif -0.39617381 0.50738988 -0.76524625 0.72134842 0.68764250 0.08248782 0.56806933 -0.51932966 -0.63843084

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14.tif -0.33172135 0.47529376 -0.81489679 0.65749521 0.73592778 0.16158695 0.67650646 -0.48218890 -0.55662633 15.tif -0.71757887 -0.62621969 -0.30484334 -0.20604391 0.60897334 -0.76596174 0.66530179 -0.48682685 -0.56601515 ______________________________________________________________________________________________________ Camera Calibration File: \\Xavier\pictometry\Processing Files - Penta\N725SP\N725SP_131227\130716_SN203095_86mm_15839_EOIO.txt EO/IO Summary (25/07/2013 14:16pm) Project Name: W:\Penta Camera Calibrations\29MP 2013-2014\130716_SN203095_86mm_15839\130716_SN203095_86mm_15839.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29mp 86mm, ID: default Calibration Date: 25/07/2013 14:16pm Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 84.415945 mm xp = -0.151433 mm yp = -0.255339 mm K1 = 5.7185e-006 K2 = -2.2134e-008 K3 = 4.4863e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 21.5mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 1.tif -1367.8961 703.2691 383.2989 -0.63974745 -0.15652844 0.29974753 # 1 2.tif -1432.3971 754.9028 93.0235 -0.80643112 -0.01776488 0.92158556 # 1 4.tif -1058.2907 361.0526 273.3053 -0.46575223 0.03983324 1.51483799 # 1 3.tif -1434.8464 757.1611 -162.7403 -0.83588136 -0.01773892 0.81564882 # 1 5.tif -584.0293 54.9082 185.9006 -0.22771362 0.05177937 1.51773866 # 1 6.tif -76.6447 -2.3350 216.3601 -0.02474270 -0.03221227 1.53668456 # 1 7.tif -0.0000 0.0000 -0.0000 0.00000000 0.00000000 0.00000000 # 1 8.tif -507.3797 92.6554 28.6490 -0.19114829 -0.00633162 -0.01791290 # 1 9.tif -999.4568 357.3821 62.7208 -0.56982910 -0.02716400 -0.02407017 # 1 10.tif -1013.0229 358.9803 -164.9015 -0.58875331 0.08425336 -0.06043047 # 1 11.tif -513.2395 95.9630 -197.6984 -0.30317579 0.09699814 -0.05545380 # 1 12.tif -42.6917 5.9267 -221.9252 0.08669277 0.11432829 -0.03186487 # 1 13.tif 611.0740 69.9446 -3.7246 0.29029507 0.13708889 -0.75989356 # 1 14.tif 624.5977 72.3170 -275.0889 0.11061670 0.13331084 -0.77322747 # 1 15.tif 522.9018 42.8808 109.1783 0.15036653 -0.06349049 2.56700842 Camera Image Omega Phi Kappa # 1 1.tif 1.37655476 -0.63068023 0.18425796 # 1 2.tif 1.54513039 -0.80626656 0.90306031 # 1 4.tif 1.61537230 -0.46535356 1.53485155 # 1 3.tif 1.54434442 -0.83570730 0.79602550 # 1 5.tif 1.62394525 -0.22740305 1.52973171 # 1 6.tif 1.53857421 -0.02472986 1.53588751 # 1 7.tif 1.57079633 0.00000000 0.00000000 # 1 8.tif 1.56434725 -0.19114441 -0.01913813 # 1 9.tif 1.53853804 -0.56959274 -0.04147100 # 1 10.tif 1.67200046 -0.58638652 -0.00429573 # 1 11.tif 1.67239853 -0.30170568 -0.02516772 # 1 12.tif 1.68555182 0.08612540 -0.04177925 # 1 13.tif 1.71379195 0.28749352 -0.80069588 # 1 14.tif 1.70491718 0.10963126 -0.78798942 # 1 15.tif 1.50658323 0.15006127 2.57662112 Orientation Matrices:

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Image R11 R12 R13 R21 R22 R23 R31 R32 R33 1.tif 0.79395545 -0.53344533 0.29166904 -0.14797100 0.29576531 0.94373061 -0.58969427 -0.79243862 0.15589004 2.tif 0.42861563 -0.42659013 0.79643550 -0.54353133 0.58240772 0.60446252 -0.72170793 -0.69196973 0.01776395 4.tif 0.03211560 -0.06064276 0.99764274 -0.89308571 0.44640207 0.05588477 -0.44873879 -0.89277525 -0.03982271 3.tif 0.46915700 -0.49982630 0.72805588 -0.47923628 0.54837268 0.68528826 -0.74177105 -0.67041858 0.01773798 5.tif 0.03999618 -0.06232140 0.99725441 -0.97343383 0.22275915 0.05296170 -0.22544819 -0.97287944 -0.05175624 6.tif 0.03489105 0.03133434 0.99889978 -0.99908517 0.02582386 0.03408746 -0.02472734 -0.99917530 0.03220669 7.tif 1.00000000 0.00000000 0.00000000 -0.00000000 -0.00000000 1.00000000 0.00000000 -1.00000000 -0.00000000 8.tif 0.98160767 -0.19006726 -0.01791159 0.01878843 0.00281224 0.99981953 -0.18998259 -0.98176704 0.00633158 9.tif 0.84139662 -0.53988229 -0.02405897 0.03491357 0.00987814 0.99934152 -0.53928913 -0.84168256 0.02716066 10.tif 0.83293796 -0.55008434 -0.06017947 0.00357810 -0.10339542 0.99463389 -0.55335481 -0.82868366 -0.08415372 11.tif 0.95452865 -0.29297081 -0.05516485 0.02402838 -0.10883458 0.99376943 -0.29714927 -0.94990691 -0.09684611 12.tif 0.99542411 0.09016112 -0.03165149 0.04161229 -0.11083474 0.99296731 0.08601896 -0.98974069 -0.11407939 13.tif 0.66763333 0.29769302 -0.68238157 0.68837883 0.10225026 0.71810826 0.28354951 -0.94917003 -0.13665990 14.tif 0.70103802 0.17127047 -0.69225149 0.70468061 -0.01743893 0.70931032 0.10941178 -0.98506970 -0.13291633 15.tif -0.83511211 -0.09165142 0.54239080 -0.52937500 -0.13407279 -0.83772704 0.14949872 -0.98672413 0.06344784 ______________________________________________________________________________________________________ Camera Calibration File: \\Xavier\pictometry\Processing Files - Penta\N725SP\N725SP_131227\130716_SN202819_86mm_15856_EOIO.txt EO/IO Summary (25/07/2013 11:38am) Project Name: W:\Penta Camera Calibrations\29MP 2013-2014\130716_SN202819_86mm_15856\130716_SN202819_86mm_15856.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29mp 86mm, ID: default Calibration Date: 25/07/2013 11:38am Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 84.728170 mm xp = -0.179397 mm yp = -0.275689 mm K1 = 7.9533e-006 K2 = -2.8176e-008 K3 = 5.4455e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 20.7mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 3.tif -554.0173 139.7887 5.1250 -0.20228063 0.02500097 0.79108608 # 1 2.tif -515.1698 139.9803 332.4902 -0.13032198 -0.11187694 0.78743155 # 1 4.tif 0.0000 0.0000 -0.0000 -0.00000000 -0.00000000 0.00000000 # 1 5.tif 15.6284 -2.6347 270.7071 0.06953208 0.00607587 0.00078209 # 1 6.tif -35.2550 -18.7679 412.5320 0.12812456 0.00215788 1.49993318

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# 1 7.tif 545.2005 60.4322 353.2476 0.40785773 0.02456084 1.50345041 # 1 8.tif 933.3281 240.7283 324.2229 0.51229960 0.03121323 1.52232871 # 1 9.tif 597.9767 84.9089 180.9500 0.31699913 0.01941844 -0.07789681 # 1 10.tif 572.7331 84.9056 -72.9490 0.32554542 0.02248445 -0.07739264 # 1 11.tif 1000.8373 320.0151 -110.3710 0.57993879 0.04092361 -0.05189838 # 1 14.tif 1474.3750 722.2226 -171.9333 0.80557192 0.06753750 -0.77462656 # 1 12.tif 1028.4790 321.8775 154.4434 0.52527650 0.03479317 -0.05547093 # 1 13.tif 1507.6574 723.0792 94.4026 0.73027461 0.06399222 -0.77922795 # 1 15.tif 1426.0672 636.7111 213.4106 0.77260721 0.06702423 2.50675911 Camera Image Omega Phi Kappa # 1 3.tif 1.59631743 -0.20221654 0.79621284 # 1 2.tif 1.45797064 -0.12950264 0.77280003 # 1 4.tif 1.57079633 -0.00000000 -0.00000000 # 1 5.tif 1.57688692 0.06953079 0.00035894 # 1 6.tif 1.57297204 0.12812426 1.49965518 # 1 7.tif 1.59755085 0.40772742 1.49283947 # 1 8.tif 1.60660326 0.51202569 1.50477961 # 1 9.tif 1.59123275 0.31693729 -0.08426678 # 1 10.tif 1.59452675 0.32546010 -0.08498159 # 1 11.tif 1.61970726 0.57939042 -0.07869276 # 1 14.tif 1.66813533 0.80320116 -0.84477678 # 1 12.tif 1.61100558 0.52492575 -0.07562988 # 1 13.tif 1.65659920 0.72844338 -0.83642582 # 1 15.tif 1.66426069 0.77042097 2.44156933 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 3.tif 0.68516697 -0.15866456 0.71089506 -0.70014930 0.12564896 0.70285368 -0.20084120 -0.97930480 -0.02499836 2.tif 0.70996340 -0.01327031 0.70411354 -0.69229660 0.17019284 0.70125588 -0.12914097 -0.98532142 0.11164370 4.tif 1.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 1.00000000 -0.00000000 -1.00000000 0.00000000 5.tif 0.99758364 0.06947130 0.00078208 -0.00035808 -0.00611549 0.99998124 0.06947478 -0.99756521 -0.00607584 6.tif 0.07049853 0.00691209 0.99748794 -0.98929458 -0.12760515 0.07080369 0.12777400 -0.99180096 -0.00215788 7.tif 0.07149383 0.00419934 0.99743220 -0.91523620 -0.39726164 0.06727472 0.39652407 -0.91769578 -0.02455837 8.tif 0.05750853 -0.00342100 0.99833915 -0.86985487 -0.49092516 0.04842505 0.48994415 -0.87119503 -0.03120816 9.tif 0.94682277 0.31220709 -0.07780339 0.07997510 0.00586337 0.99677962 0.31165785 -0.94999598 -0.01941722 10.tif 0.94408440 0.32051521 -0.07729586 0.08042349 0.00348952 0.99675468 0.31974476 -0.94723694 -0.02248255 11.tif 0.83420695 0.54901025 -0.05183165 0.06578189 -0.00575068 0.99781745 0.54751394 -0.83579584 -0.04091219 14.tif 0.46101543 0.54814568 -0.69785464 0.51929331 0.47105194 0.71305296 0.71958268 -0.69111966 -0.06748617 12.tif 0.86288745 0.50234958 -0.05540893 0.06538479 -0.00224841 0.99785759 0.50114876 -0.86466170 -0.03478615 13.tif 0.50005133 0.50807303 -0.70129200 0.55387757 0.43487875 0.71000008 0.66570887 -0.74346639 -0.06394856 15.tif -0.54885340 -0.59045485 0.59171194 -0.46231472 -0.37533139 -0.80336259 0.69643740 -0.71448543 -0.06697406 ______________________________________________________________________________________________________ Camera Calibration File: \\xavier\Pictometry\Processing Files - Penta\N5238K\N5238K_140211\131021_SN201463_65mm_18421_EOIO.txt EO/IO Summary (22/10/2013 9:51am) Project Name: X:\29MP 2013-2014\Shot\131021_SN201463_65mm_18421\131021_SN201463_65mm_18421.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29MP 65mm, ID: default Calibration Date: 22/10/2013 9:51am

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Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 64.976661 mm xp = -0.243291 mm yp = 0.073853 mm K1 = 8.3855e-006 K2 = -6.9055e-009 K3 = -2.6156e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 20.5mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 15.tif 436.8444 74.5866 49.3453 0.25810385 0.01994107 -2.28671724 # 1 14.tif 461.5853 88.5439 -56.2423 0.35886889 0.00426997 -0.78341830 # 1 12.tif 8.7011 5.0280 -226.3966 0.00690955 0.18521995 0.00985846 # 1 13.tif 468.3466 94.4672 -242.8784 0.35107064 0.12617563 -0.79328586 # 1 11.tif -0.0000 0.0000 -0.0000 0.00000000 -0.00000000 0.00000000 # 1 10.tif 39.1535 4.9770 89.6401 0.11039502 -0.07456932 -1.55498139 # 1 9.tif -244.7857 63.9865 84.9713 -0.17224453 -0.00477081 -1.57989443 # 1 8.tif -309.9124 79.1548 -28.3415 -0.20685384 0.01230090 0.00327769 # 1 7.tif -305.0401 82.4083 -231.4003 -0.23169820 0.19870880 0.00584811 # 1 6.tif -691.7416 178.0285 -233.1794 -0.52803318 0.20386980 -0.00876095 # 1 5.tif -697.8888 174.2540 -9.6279 -0.54602116 0.02036751 0.02801133 # 1 4.tif -628.8811 132.4865 83.0932 -0.44358356 -0.04959040 -1.57769443 # 1 3.tif -998.6666 422.9801 160.7587 -0.73674767 -0.11006199 0.42186544 # 1 2.tif -1009.5568 438.6286 -28.4590 -0.79640581 0.01782894 0.91953540 # 1 1.tif -987.5569 428.1921 -253.2714 -0.79439453 0.16061118 0.93190171 Camera Image Omega Phi Kappa # 1 15.tif 1.59142036 0.25805137 -2.29198112 # 1 14.tif 1.57535682 0.35886547 -0.78502001 # 1 12.tif 1.75602060 0.00679136 0.00858596 # 1 13.tif 1.70507273 0.34816071 -0.83934160 # 1 11.tif 1.57079633 0.00000000 0.00000000 # 1 10.tif 1.49577200 0.11008699 -1.54672354 # 1 9.tif 1.56595386 -0.17224255 -1.58072440 # 1 8.tif 1.58336515 -0.20683796 0.00585903 # 1 7.tif 1.77481263 -0.22705806 0.05238899 # 1 6.tif 1.80571739 -0.51599571 0.10878541 # 1 5.tif 1.59462798 -0.54589513 0.04038604 # 1 4.tif 1.51590244 -0.44299949 -1.60124408 # 1 3.tif 1.42268563 -0.73127238 0.32255270 # 1 2.tif 1.59628962 -0.79624335 0.93775824 # 1 1.tif 1.79800532 -0.78137648 1.09331041 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 15.tif -0.63841265 -0.15297625 -0.75433915 0.72615688 0.20523482 -0.65618202 0.25519693 -0.96668347 -0.01993974 14.tif 0.66231149 0.25165937 -0.70569898 0.66181076 0.24502206 0.70849891 0.35121221 -0.93628615 -0.00426995 12.tif 0.99994008 0.00509367 0.00968968 -0.00858565 -0.18421750 0.98284800 0.00679131 -0.98287230 -0.18416273 13.tif 0.62787699 0.32546278 -0.70699680 0.69955264 0.16219297 0.69593071 0.34116945 -0.93154035 -0.12584111 11.tif 1.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 1.00000000 0.00000000 -1.00000000 0.00000000 10.tif 0.02392475 -0.07229519 -0.99709629 0.99365856 0.11132815 0.01577033 0.10986476 -0.99115057 0.07450023

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9.tif -0.00978101 -0.00314066 -0.99994723 0.98515434 -0.17142976 -0.00909788 -0.17139215 -0.98519134 0.00477079 8.tif 0.97866838 -0.20542018 0.00327744 -0.00573412 -0.01136513 0.99991897 -0.20536629 -0.97860788 -0.01230059 7.tif 0.97299610 -0.23075033 0.00573300 -0.05102097 -0.19078246 0.98030552 -0.22511207 -0.95412595 -0.19740370 6.tif 0.86466021 -0.50228390 -0.00857941 -0.09443523 -0.17929263 0.97925285 -0.49340116 -0.84591078 -0.20246050 5.tif 0.85396600 -0.51957480 0.02800186 -0.03450707 -0.00285386 0.99940038 -0.51918334 -0.85442020 -0.02036611 4.tif -0.02750438 -0.04181109 -0.99874689 0.90305124 -0.42947759 -0.00688957 -0.42865134 -0.90210910 0.04957008 3.tif 0.70593994 -0.57966507 0.40698552 -0.23594267 0.34933233 0.90680647 -0.66781724 -0.73617615 0.10983992 2.tif 0.41376088 -0.44324820 0.79519367 -0.56387729 0.56097523 0.60609339 -0.71473375 -0.69916938 -0.01782799 1.tif 0.32625353 -0.51538654 0.79242372 -0.63053967 0.50589523 0.58863380 -0.70425731 -0.69169844 -0.15992155 ______________________________________________________________________________________________________ Camera Calibration File: \\xavier\Pictometry\Processing Files - Penta\N5238K\N5238K_140211\131022_SN202017_86mm_15845_EOIO.txt EO/IO Summary (22/10/2013 14:57pm) Project Name: W:\Penta Camera Calibrations\29MP 2013-2014\Shot\131022_SN202017_86mm_15845\131022_SN202017_86mm_15845.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29MP 85mm, ID: default Calibration Date: 22/10/2013 14:57pm Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 84.657034 mm xp = -0.206458 mm yp = -0.224103 mm K1 = 5.4257e-006 K2 = -2.1220e-008 K3 = 4.1164e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 21.3mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 1.tif -285.3516 86.3658 -525.8029 -0.10641206 0.24406904 0.23511319 # 1 2.tif -197.8563 58.6370 -355.5802 -0.08484838 0.16843112 0.21447713 # 1 3.tif 0.0000 0.0000 -0.0000 -0.00000000 -0.00000000 -0.00000000 # 1 4.tif 548.9372 57.7051 -313.1944 0.18027024 0.12267693 -1.92711278 # 1 6.tif 290.6672 112.2835 -801.0557 0.09041635 0.30497211 -0.36311750 # 1 5.tif 357.3144 105.6869 -613.8486 0.11921829 0.27376423 -0.37239915 # 1 7.tif 918.3610 273.4413 -1093.7405 0.34181373 0.42477643 -0.35911595 # 1 9.tif 1196.3324 205.6174 -623.9051 0.42486489 0.21584568 -1.97115893 # 1 8.tif 999.9295 244.3443 -930.5171 0.36067053 0.39976700 -0.36371013 # 1 12.tif 1344.3985 684.2422 -1248.1977 0.55661775 0.47711729 -0.30220522 # 1 10.tif 1638.9841 653.7580 -770.5055 0.70806195 0.30256221 -1.84954143 # 1 11.tif 1429.5531 653.4900 -1074.3641 0.57491582 0.41709530 -0.30028315 # 1 13.tif 1817.4179 1183.3443 -1408.3750 0.87634247 0.62980950 -0.88291398 # 1 15.tif 1971.8528 1052.8080 -1028.8942 0.84329081 0.37146034 2.55142225 # 1 14.tif 1902.1978 1148.7687 -1232.2703 0.84991630 0.49884088 -0.77680151 Camera Image Omega Phi Kappa # 1 1.tif 1.81619885 -0.10324687 0.26091976 # 1 2.tif 1.73982407 -0.08364486 0.22873403 # 1 3.tif 1.57079633 -0.00000000 -0.00000000

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# 1 4.tif 1.69547324 0.17890074 -1.94941076 # 1 6.tif 1.87694272 0.08623349 -0.39033401 # 1 5.tif 1.84642034 0.11475863 -0.40477296 # 1 7.tif 2.01838760 0.31036670 -0.50470114 # 1 9.tif 1.80696257 0.41439138 -2.06775386 # 1 8.tif 1.99495725 0.33109210 -0.50946454 # 1 12.tif 2.11770647 0.48851636 -0.58053682 # 1 10.tif 1.96068235 0.66978932 -2.09932252 # 1 11.tif 2.05656926 0.52030751 -0.55697184 # 1 13.tif 2.42102014 0.66998886 -1.49845442 # 1 15.tif 2.10068909 0.76967252 2.16434752 # 1 14.tif 2.26083109 0.72039173 -1.27540884 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 1.tif 0.96100813 -0.15926466 0.22604897 -0.25659555 -0.20893315 0.94366608 -0.10306353 -0.96487393 -0.24165306 2.tif 0.97054910 -0.11835557 0.20982472 -0.22595197 -0.14516855 0.96326102 -0.08354736 -0.98230242 -0.16763588 3.tif 1.00000000 -0.00000000 -0.00000000 0.00000000 0.00000000 1.00000000 -0.00000000 -1.00000000 0.00000000 4.tif -0.36373400 0.05028216 -0.93014476 0.91434791 0.21002730 -0.34620288 0.17794797 -0.97640168 -0.12236946 6.tif 0.92134571 0.19062164 -0.33880004 0.37908347 -0.24746960 0.89165830 0.08612665 -0.94995905 -0.30026657 5.tif 0.91314580 0.20845548 -0.35030138 0.39121977 -0.20676379 0.89676966 0.11450691 -0.95592628 -0.27035739 7.tif 0.83349772 0.45027167 -0.32021396 0.46044284 -0.24570280 0.85300793 0.30540784 -0.85842038 -0.41211709 9.tif -0.43640164 0.01904622 -0.89955036 0.80463679 0.45565426 -0.38070834 0.40263290 -0.88995305 -0.21417356 8.tif 0.82559100 0.45936474 -0.32769428 0.46122131 -0.21479754 0.86089310 0.32507601 -0.86188517 -0.38920372 12.tif 0.73836183 0.62041983 -0.26438804 0.48431808 -0.21498913 0.84806584 0.46931631 -0.75422736 -0.45922031 10.tif -0.39531680 0.03865937 -0.91773094 0.67698310 0.68753785 -0.26265107 0.62082084 -0.72511872 -0.29796701 11.tif 0.73652703 0.61999536 -0.27043241 0.45866417 -0.16392722 0.87335849 0.49714698 -0.76728979 -0.40510649 13.tif 0.05665421 0.77907752 -0.62436249 0.78177845 0.35434609 0.51308995 0.62097725 -0.51718185 -0.58899082 15.tif -0.40166091 -0.75483529 0.51854817 -0.59530796 -0.21506423 -0.77418074 0.69590010 -0.61965399 -0.36297656 14.tif 0.21878339 0.75709954 -0.61557625 0.71899741 0.30141508 0.62625208 0.65967912 -0.57961128 -0.47840800 ______________________________________________________________________________________________________ Camera Calibration File: \\xavier\Pictometry\Processing Files - Penta\N5238K\N5238K_140211\131022_SN200925_86mm_18607_EOIO.txt EO/IO Summary (22/10/2013 14:45pm) Project Name: W:\Penta Camera Calibrations\29MP 2013-2014\Shot\131022_SN200925_86mm_18607\131022_SN200925_86mm_18607.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29MP 85mm, ID: default Calibration Date: 22/10/2013 14:45pm Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 84.585255 mm xp = -0.070282 mm yp = -0.220823 mm K1 = 5.0011e-006 K2 = -2.1957e-008 K3 = 4.2068e-011 P1 = 0.0000e+000 P2 = 0.0000e+000

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B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 20.5mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 1.tif 522.6111 103.0411 342.2023 0.13938672 -0.11742005 2.77637890 # 1 4.tif 0.0000 0.0000 -0.0000 0.00000000 0.00000000 0.00000000 # 1 3.tif 610.3394 79.8085 0.6170 0.17860404 0.03706395 -0.53888844 # 1 5.tif 4.6409 9.1517 169.3115 -0.08975820 -0.05224302 0.00952247 # 1 6.tif 33.7324 25.7007 462.7403 0.00289881 -0.16927814 -1.46318265 # 1 2.tif 593.6575 109.2570 137.5965 0.23661298 -0.04312605 -0.50130655 # 1 7.tif -421.7131 80.5431 449.0732 -0.32800523 -0.16182376 -1.54418496 # 1 8.tif -475.1321 77.5705 138.1578 -0.28946767 -0.00659416 0.05506375 # 1 10.tif -972.6490 345.8620 -35.0136 -0.66200603 0.03675611 -0.02506436 # 1 11.tif -976.8345 363.6328 144.3511 -0.64661976 -0.03646563 0.02906888 # 1 9.tif -468.4302 64.1813 -10.3722 -0.28269343 0.03758644 -0.00690470 # 1 12.tif -997.2141 409.8490 422.7455 -0.60924170 -0.15615864 -1.46163473 # 1 13.tif -1363.6835 753.3673 427.8685 -0.79735360 -0.18669060 0.41144110 # 1 15.tif -1362.0372 716.6034 -69.8729 -0.77388833 0.05898500 0.77687270 # 1 14.tif -1364.0799 725.3920 42.6490 -0.76622207 0.02972467 0.76387280 Camera Image Omega Phi Kappa # 1 1.tif 1.45223701 0.13842073 2.79281321 # 1 4.tif 1.57079633 0.00000000 -0.00000000 # 1 3.tif 1.60845884 0.17848006 -0.54557788 # 1 5.tif 1.51834253 -0.08963540 0.00482277 # 1 6.tif 1.40151749 0.00285738 -1.46269428 # 1 2.tif 1.52643584 0.23638879 -0.49091117 # 1 7.tif 1.40003095 -0.32356262 -1.59895833 # 1 8.tif 1.56391593 -0.28946119 0.05309980 # 1 10.tif 1.61738342 -0.66147976 0.00356629 # 1 11.tif 1.52511873 -0.64611801 0.00155460 # 1 9.tif 1.60993477 -0.28248828 0.00401014 # 1 12.tif 1.38112277 -0.60077588 -1.56973539 # 1 13.tif 1.30672766 -0.77971534 0.22358265 # 1 15.tif 1.65317884 -0.77219021 0.83441826 # 1 14.tif 1.61203866 -0.76579704 0.79246677 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 1.tif -0.93080157 -0.08833828 0.35468970 -0.33848219 -0.15798356 -0.92761576 0.13797912 -0.98348235 0.11715041 4.tif 1.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 1.00000000 0.00000000 -1.00000000 -0.00000000 3.tif 0.84124835 0.17119223 -0.51282983 0.51066907 0.05987187 0.85769019 0.17753398 -0.98341679 -0.03705547 5.tif 0.99597385 -0.08913841 0.00950933 -0.00480339 0.05286025 0.99859037 -0.08951542 -0.99461557 0.05221926 6.tif 0.10789118 -0.16718423 -0.98000455 0.99415860 0.02097676 0.10587090 0.00285737 -0.98570249 0.16847085 2.tif 0.85737796 0.18542682 -0.48012490 0.45831920 0.14940594 0.87614004 0.23419338 -0.97123363 0.04311268 7.tif -0.02669711 -0.16104665 -0.98658565 0.94773277 -0.31798267 0.02626059 -0.31794632 -0.93431847 0.16111841 8.tif 0.95704698 -0.28466164 0.05503473 -0.05086682 0.02201976 0.99846267 -0.28543587 -0.95837513 0.00659411 10.tif 0.78907909 -0.61378087 -0.02504481 -0.00281410 -0.04438160 0.99901069 -0.61428518 -0.78822796 -0.03674784 11.tif 0.79842616 -0.60139175 0.02904547 -0.00124123 0.04659669 0.99891301 -0.60209147 -0.79759433 0.03645755 9.tif 0.96035709 -0.27868736 -0.00689976 -0.00385118 -0.03801119 0.99926989 -0.27874616 -0.95962936 -0.03757759

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12.tif 0.00087516 -0.18912718 -0.98195221 0.82489681 -0.55494445 0.10761929 -0.56528267 -0.81010343 0.15552474 13.tif 0.69341362 -0.60393975 0.39298133 -0.15767134 0.40499928 0.90061942 -0.70307702 -0.68646367 0.18560803 15.tif 0.48112999 -0.52796492 0.69983354 -0.53077336 0.45991502 0.71186924 -0.69770594 -0.71395464 -0.05895080 14.tif 0.50608829 -0.51557347 0.69141785 -0.51329402 0.46418874 0.72184351 -0.69311175 -0.72021720 -0.02972029 ______________________________________________________________________________________________________ Camera Calibration File: \\xavier\Pictometry\Processing Files - Penta\N5238K\N5238K_140211\131022_SN201909_86mm_18823_EOIO.txt EO/IO Summary (22/10/2013 13:02pm) Project Name: X:\29MP 2013-2014\Shot\131022_SN201909_86mm_18823\131022_SN201909_86mm_18823.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29MP 85mm, ID: default Calibration Date: 22/10/2013 13:02pm Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 84.865470 mm xp = -0.014412 mm yp = 0.166685 mm K1 = 4.5792e-006 K2 = -3.0652e-008 K3 = 5.2662e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 21.2mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 1.tif -113.2430 -9.4266 -141.8494 -0.01680465 0.05144559 0.02567308 # 1 2.tif -0.0000 0.0000 -0.0000 0.00000000 0.00000000 -0.00000000 # 1 3.tif 303.0256 22.0801 352.4071 0.13579934 -0.04875663 -0.37769080 # 1 4.tif 810.3714 59.7012 -103.7532 0.29804206 0.05033854 -2.16088857 # 1 5.tif 535.2101 32.8005 -395.5814 0.17737649 0.14413123 -0.68141224 # 1 6.tif 425.8129 25.8741 -559.3562 0.15848796 0.18175200 -0.69073245 # 1 7.tif 967.7804 280.9958 -999.8181 0.42851784 0.36558332 -0.64074067 # 1 8.tif 1100.1138 289.6434 -832.2079 0.43897784 0.35514427 -0.59438518 # 1 9.tif 1377.6642 334.4829 -568.6777 0.43977472 0.20039847 -2.18156902 # 1 10.tif 1696.9629 794.7139 -843.7938 0.82496581 0.42048140 -2.01833293 # 1 11.tif 1453.0064 749.1738 -1113.7102 0.72275211 0.46217463 -0.49089219 # 1 12.tif 1310.3170 733.0345 -1293.7385 0.68813857 0.51275356 -0.45286192 # 1 13.tif 1653.0876 1351.2819 -1594.6385 0.88614667 0.67241289 -0.88601452 # 1 14.tif 1776.0518 1356.8820 -1431.5168 0.92174176 0.61937157 -0.87285434 # 1 15.tif 1877.0836 1251.7779 -1210.3911 1.02086232 0.50914177 2.46579100 Camera Image Omega Phi Kappa # 1 1.tif 1.62224917 -0.01678242 0.02653730 # 1 2.tif 1.57079633 0.00000000 -0.00000000 # 1 3.tif 1.52158737 0.13563696 -0.37103141 # 1 4.tif 1.62345229 0.29765296 -2.17634442 # 1 5.tif 1.71719259 0.17551806 -0.70715422 # 1 6.tif 1.75480372 0.15585590 -0.71961389 # 1 7.tif 1.96913997 0.39852942 -0.80262500 # 1 8.tif 1.95965024 0.40987205 -0.75622568 # 1 9.tif 1.79162074 0.43037928 -2.27495531 # 1 10.tif 2.15343595 0.73493915 -2.43439043 # 1 11.tif 2.15710593 0.63360646 -0.86557228 # 1 12.tif 2.20061849 0.58647033 -0.83626090 # 1 13.tif 2.47034573 0.65104460 -1.53776604 # 1 14.tif 2.43838910 0.70583769 -1.52597601

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# 1 15.tif 2.38912064 0.83967045 1.79402473 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 1.tif 0.99950713 -0.01811818 0.02563629 -0.02653045 -0.05096734 0.99834787 -0.01678163 -0.99853596 -0.05142290 2.tif 1.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 1.00000000 0.00000000 -1.00000000 -0.00000000 3.tif 0.92339425 0.10803278 -0.36833677 0.35924673 0.09481079 0.92841408 0.13522145 -0.98961600 0.04873732 4.tif -0.54418306 -0.12343254 -0.82983685 0.78603644 0.27075403 -0.55573282 0.29327718 -0.95470240 -0.05031728 5.tif 0.74853401 0.22609757 -0.62335922 0.63969156 0.00133593 0.76863055 0.17461826 -0.97410374 -0.14363272 6.tif 0.74294458 0.23536332 -0.62660790 0.65110548 -0.03702382 0.75808370 0.15522568 -0.97120201 -0.18075299 7.tif 0.64036997 0.52748888 -0.55828469 0.66282206 -0.01227863 0.74867627 0.38806343 -0.84947320 -0.35749413 8.tif 0.66717926 0.52838500 -0.52505346 0.62934568 -0.02276574 0.77679196 0.39849198 -0.84869960 -0.34772564 9.tif -0.58835573 -0.09660539 -0.80281065 0.69265341 0.45206306 -0.56202335 0.41721553 -0.88673919 -0.19905984 10.tif -0.56395784 -0.06814526 -0.82298710 0.48200100 0.78205500 -0.39505065 0.67054201 -0.61947251 -0.40819997 11.tif 0.52238636 0.74099042 -0.42195460 0.61366385 0.01689055 0.78938672 0.59205504 -0.67130314 -0.44589564 12.tif 0.55824444 0.73688197 -0.38127169 0.61812971 -0.06285761 0.78355892 0.55342462 -0.67309277 -0.49057854 13.tif 0.02626920 0.79506715 -0.60595228 0.79501731 0.35085534 0.49482119 0.60601766 -0.49474111 -0.62287545 14.tif 0.03409991 0.78080307 -0.62384595 0.76030412 0.38487535 0.52326725 0.64867160 -0.49215600 -0.58052358 15.tif -0.14781662 -0.82452029 0.54618361 -0.65114090 -0.33454174 -0.68124691 0.74442312 -0.45634210 -0.48742806 ______________________________________________________________________________________________________ Camera Calibration File: \\xavier\Pictometry\Processing Files - Penta\N5238K\N5238K_140211\131022_SN206599_86mm_18838_EOIO.txt EO/IO Summary (22/10/2013 12:36pm) Project Name: X:\29MP 2013-2014\Shot\131022_SN206599_86mm_18838\131022_SN206599_86mm_18838.aus ______________________________________________________________________________________________________ Camera number: 1, name: Pictometry 29MP 85mm, ID: default Calibration Date: 22/10/2013 12:36pm Resolution: 6576 x 4384 pixels, Pixel Size = 0.005500 mm c = 84.577414 mm xp = -0.037938 mm yp = -0.157274 mm K1 = 6.6317e-006 K2 = -2.7629e-008 K3 = 5.3849e-011 P1 = 0.0000e+000 P2 = 0.0000e+000 B1 = 0.0000e+000 B2 = 0.0000e+000 Maximum observational radial distance encountered: 21.0mm ______________________________________________________________________________________________________ Exterior orientation summary (Xc, Yc, Zc are in project units, rotations are in radians) Camera Image Xc Yc Zc Azimuth Elevation Roll # 1 1.tif -268.7831 16.0355 182.4393 -0.14868928 -0.03982930 -2.76101870 # 1 2.tif -80.4038 7.5531 90.7551 -0.00774921 -0.02336252 0.03705425 # 1 3.tif -0.0000 0.0000 -0.0000 -0.00000000 0.00000000 0.00000000

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# 1 4.tif -421.7450 95.7911 -366.1028 -0.22626105 0.22688345 0.71062943 # 1 5.tif -508.5861 105.5273 -270.1684 -0.25127603 0.20228830 0.73336313 # 1 6.tif -685.3829 118.8904 -37.3760 -0.34324050 0.08759073 -0.76965257 # 1 7.tif -948.5075 264.5546 -278.7303 -0.48893960 0.20991411 -0.86709885 # 1 8.tif -783.3699 261.8423 -510.3717 -0.39861867 0.33201330 0.67357987 # 1 9.tif -709.5788 256.7334 -627.9720 -0.40598716 0.36615365 0.69342736 # 1 10.tif -1001.8292 586.9933 -905.7635 -0.73047951 0.58429173 0.56689593 # 1 11.tif -1096.7834 596.8505 -796.1443 -0.74744462 0.55128736 0.52047657 # 1 12.tif -1274.3073 614.2413 -586.8982 -0.84245816 0.39383172 -1.00705010 # 1 13.tif -1479.5584 1023.7711 -758.4238 -1.00842151 0.45199318 0.82735674 # 1 14.tif -1260.6279 1015.9159 -997.7687 -0.96588858 0.59100770 1.13053426 # 1 15.tif -1178.4634 1004.9342 -1096.9821 -0.81698361 0.69137831 1.20332401 Camera Image Omega Phi Kappa # 1 1.tif 1.53052313 -0.14857048 -2.76698327 # 1 2.tif 1.54743310 -0.00774709 0.03687322 # 1 3.tif 1.57079633 -0.00000000 0.00000000 # 1 4.tif 1.80340464 -0.22036542 0.76236550 # 1 5.tif 1.77945737 -0.24604521 0.78489178 # 1 6.tif 1.66378248 -0.34187075 -0.73839897 # 1 7.tif 1.80759737 -0.47729677 -0.75668814 # 1 8.tif 1.92878354 -0.37572632 0.81000493 # 1 9.tif 1.96618798 -0.37766042 0.84613363 # 1 10.tif 2.29685848 -0.59021051 1.02582920 # 1 11.tif 2.26849458 -0.61757521 0.97242584 # 1 12.tif 2.12887927 -0.76031589 -0.60076277 # 1 13.tif 2.30942340 -0.86490774 1.43335568 # 1 14.tif 2.43855170 -0.75190657 1.80888546 # 1 15.tif 2.45063814 -0.59639496 1.79995705 Orientation Matrices: Image R11 R12 R13 R21 R22 R23 R31 R32 R33 1.tif -0.92039829 0.12291506 -0.37115883 0.36187806 -0.09158974 -0.92771525 -0.14802451 -0.98818177 0.03981877 2.tif 0.99929027 -0.00687843 0.03703566 -0.03686376 0.02363073 0.99904087 -0.00774702 -0.99969709 0.02336040 3.tif 1.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 1.00000000 -0.00000000 -1.00000000 -0.00000000 4.tif 0.70571555 -0.31302756 0.63559366 -0.67393295 -0.01981301 0.73852679 -0.21858622 -0.94953736 -0.22494194 5.tif 0.68615824 -0.31498272 0.65572308 -0.68546367 0.02185752 0.72777868 -0.24357019 -0.94884568 -0.20091149 6.tif 0.69674894 -0.18436295 -0.69321802 0.63415159 -0.29335220 0.71539936 -0.33525017 -0.93805905 -0.08747877 7.tif 0.64585141 -0.16364699 -0.74571819 0.60979194 -0.47714770 0.63283794 -0.45937974 -0.86345222 -0.20837590 8.tif 0.64139663 -0.49075319 0.58972169 -0.67376504 0.00733603 0.73890924 -0.36694828 -0.87126775 -0.32594704 9.tif 0.61616950 -0.51396208 0.59680661 -0.69596046 -0.00053463 0.71807991 -0.36874677 -0.85781274 -0.35802670 10.tif 0.43069060 -0.78349679 0.44792676 -0.71047404 0.01171463 0.70362590 -0.55653593 -0.62128540 -0.55160875 11.tif 0.45924743 -0.78079308 0.42362007 -0.67363295 0.00475483 0.73905077 -0.57905997 -0.62477160 -0.52378430 12.tif 0.59774107 -0.18288253 -0.78055083 0.40960636 -0.76728784 0.49344908 -0.68915038 -0.61467336 -0.38372961 13.tif 0.08887873 -0.74401962 0.66222004 -0.64259292 0.46515428 0.60885617 -0.76103542 -0.47965227 -0.43675942 14.tif -0.17225915 -0.63720753 0.75119462 -0.70978401 0.60907283 0.35388832 -0.68303254 -0.47222543 -0.55719808 15.tif -0.18794464 -0.66918343 0.71893695 -0.80573630 0.52363403 0.27676057 -0.56166345 -0.52725794 -0.63759959 ______________________________________________________________________________________________________

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Appendix C: Applanix data Base Station GPS Observables Conversion Logs Log Count: 4 7LP_B_140211 -------------------------------------------------------------------------------- RINEX v2.11 Data Converter [Oct 30 2013] Copyright (c) 2008-2013 Applanix Corporation. All rights reserved. Date : 02/12/14 Time : 19:50:20 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Input file : \\xorn2\Kirk05\Florida\FLLEE14 (Lee)\1 CAPTURE\Applanix\7LP_B_140211\7LP_B_140211\fmyr0420.14o Converted data path : \\xorn2\Kirk05\Florida\FLLEE14 (Lee)\1 CAPTURE\Applanix\7LP_B_140211\7LP_B_140211\7LP_B_140211\Extract Converted data kernel : 7LP_B_140211 Output type : base -------------------------------------------------------------------------------- The Extracted Header Information -------------------------------------------------------------------------------- 2.11 OBSERVATION DATA G (GPS) RINEX VERSION / TYPE teqc 2014Jan16 CORS-ADM Account 20140212 01:49:14UTCPGM / RUN BY / DATE Solaris x86 5.10|AMD64|cc SC5.8 -xarch=amd64|=+|=+ COMMENT teqc 2014Jan16 NOAA/NOS/NGS/CORS 20140211 01:13:17UTCCOMMENT Spider V4,4,1,5228 FPRN 2014 02 10 20:00 COMMENT BIT 2 OF LLI FLAGS DATA COLLECTED UNDER A/S CONDITION COMMENT SNR is mapped to RINEX snr flag value [1-9] COMMENT LX: = 25dBHz -> 1; 26-27dBHz -> 2; 28-31dBHz -> 3 COMMENT 32-35dBHz -> 4; 36-38dBHz -> 5; 39-41dBHz -> 6 COMMENT 42-44dBHz -> 7; 45-48dBHz -> 8; >= 49dBHz -> 9 COMMENT BIT 2 OF LLI FLAGS DATA COLLECTED UNDER A/S CONDITION COMMENT SNR is mapped to RINEX snr flag value [1-9] COMMENT Lx: >= 25dBHz -> 1; 26-27dBHz -> 2; 28-31dBHz -> 3 COMMENT 32-35dBHz -> 4; 36-38dBHz -> 5; 39-41dBHz -> 6 COMMENT 42-44dBHz -> 7; 45-48dBHz -> 8; >=49dBHz -> 9 COMMENT FMYR MARKER NAME FMYR MARKER NUMBER Ron Hanson FLDT OBSERVER / AGENCY 461582 LEICA GRX1200PRO 8.10/2.127 REC # / TYPE / VERS CR620002911 ASH701945C_M SCIS ANT # / TYPE 807700.7150 -5649862.8680 2837755.9750 APPROX POSITION XYZ 0.0000 0.0000 0.0000 ANTENNA: DELTA H/E/N 1 1 WAVELENGTH FACT L1/2 5 C1 L1 L2 P2 C2 # / TYPES OF OBSERV 1.0000 INTERVAL teqc windowed: start @ 2014 Feb 11 00:00:00.000 COMMENT teqc windowed: delta = 3600.000 sec COMMENT teqc edited: all SBAS satellites excluded COMMENT teqc edited: all Galileo satellites excluded COMMENT teqc edited: all Compass satellites excluded COMMENT teqc edited: all QZSS satellites excluded COMMENT 2014 2 11 0 0 0.0000000 GPS TIME OF FIRST OBS END OF HEADER -------------------------------------------------------------------------------- Found RINEX station coordinates. Geodetic position (deg,deg,m): 26.590974425 -81.864158892 -13.281 ECEF position (m): 807700.715 -5649862.868 2837755.975 Found GPS observables. RINEX_OBS_INTERVAL: 1.000 seconds base GPS observables decoded without errors -------------------------------------------------------------------------------- Records written Number Start Time End Time

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Observables 86152 172800.00 259199.00 Less than 5 SV 0 0.00 0.00 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- Conversion completed. -------------------------------------------------------------------------------- BASEOBSREPAIR: Base Observables Data Repair [Oct 30 2013] Copyright (c) 2008-2013 Applanix Corporation. All rights reserved. Date : 02/12/14 Time : 19:50:37 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Repaired data path : \\xorn2\Kirk05\Florida\FLLEE14 (Lee)\1 CAPTURE\Applanix\7LP_B_140211\7LP_B_140211\7LP_B_140211\Extract Repaired data kernel : 7LP_B_140211 Repaired data time increment (s) : 1.000000 Do data interpolation : Yes Mask angle : 10.000000 -------------------------------------------------------------------------------- Input data time increment (s) : 1.000000 Begin GNSS data repair... Base station #1 service start time and end time: 172800.00 - 259199.00 Base station #1 ECEF coordinates: X:807700.73 Y:-5649862.95 Z:2837756.02 -------------------------------------------------------------------------------- Records written Number Start Time End Time Observables 14504 226964.00 241467.00 Less than 5 SV 0 0.00 0.00 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- Repair completed.

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7LP_A_140216 -------------------------------------------------------------------------------- RINEX v2.11 Data Converter [Oct 30 2013] Copyright (c) 2008-2013 Applanix Corporation. All rights reserved. Date : 02/18/14 Time : 19:15:51 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Input file : C:\Documents and Settings\processor\My Documents\POSPac MMS\Unnamed\fmyr0470.14o Converted data path : C:\Documents and Settings\processor\My Documents\POSPac MMS\Unnamed\7LP_A_140216\Extract Converted data kernel : 7LP_A_140216 Output type : base -------------------------------------------------------------------------------- The Extracted Header Information -------------------------------------------------------------------------------- 2.11 OBSERVATION DATA G (GPS) RINEX VERSION / TYPE teqc 2014Jan16 CORS-ADM Account 20140217 01:44:33UTCPGM / RUN BY / DATE Solaris x86 5.10|AMD64|cc SC5.8 -xarch=amd64|=+|=+ COMMENT teqc 2014Jan16 NOAA/NOS/NGS/CORS 20140216 01:20:04UTCCOMMENT Spider V4,4,1,5228 FPRN 2014 02 15 20:00 COMMENT BIT 2 OF LLI FLAGS DATA COLLECTED UNDER A/S CONDITION COMMENT SNR is mapped to RINEX snr flag value [1-9] COMMENT LX: = 25dBHz -> 1; 26-27dBHz -> 2; 28-31dBHz -> 3 COMMENT 32-35dBHz -> 4; 36-38dBHz -> 5; 39-41dBHz -> 6 COMMENT 42-44dBHz -> 7; 45-48dBHz -> 8; >= 49dBHz -> 9 COMMENT BIT 2 OF LLI FLAGS DATA COLLECTED UNDER A/S CONDITION COMMENT SNR is mapped to RINEX snr flag value [1-9] COMMENT Lx: >= 25dBHz -> 1; 26-27dBHz -> 2; 28-31dBHz -> 3 COMMENT 32-35dBHz -> 4; 36-38dBHz -> 5; 39-41dBHz -> 6 COMMENT 42-44dBHz -> 7; 45-48dBHz -> 8; >=49dBHz -> 9 COMMENT FMYR MARKER NAME FMYR MARKER NUMBER Ron Hanson FLDT OBSERVER / AGENCY 461582 LEICA GRX1200PRO 8.10/2.127 REC # / TYPE / VERS CR620002911 ASH701945C_M SCIS ANT # / TYPE 807700.7150 -5649862.8680 2837755.9750 APPROX POSITION XYZ 0.0000 0.0000 0.0000 ANTENNA: DELTA H/E/N 1 1 WAVELENGTH FACT L1/2 5 C1 L1 L2 P2 C2 # / TYPES OF OBSERV 1.0000 INTERVAL teqc windowed: start @ 2014 Feb 16 00:00:00.000 COMMENT teqc windowed: delta = 3600.000 sec COMMENT teqc edited: all SBAS satellites excluded COMMENT teqc edited: all Galileo satellites excluded COMMENT teqc edited: all Compass satellites excluded COMMENT teqc edited: all QZSS satellites excluded COMMENT 2014 2 16 0 0 0.0000000 GPS TIME OF FIRST OBS END OF HEADER -------------------------------------------------------------------------------- Found RINEX station coordinates. Geodetic position (deg,deg,m): 26.590974425 -81.864158892 -13.281 ECEF position (m): 807700.715 -5649862.868 2837755.975 Found GPS observables. RINEX_OBS_INTERVAL: 1.000 seconds base GPS observables decoded without errors -------------------------------------------------------------------------------- Records written Number Start Time End Time Observables 86328 0.00 86399.00 Less than 5 SV 0 0.00 0.00 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- Conversion completed. -------------------------------------------------------------------------------- BASEOBSREPAIR: Base Observables Data Repair [Oct 30 2013]

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Copyright (c) 2008-2013 Applanix Corporation. All rights reserved. Date : 02/18/14 Time : 19:16:05 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Repaired data path : C:\Documents and Settings\processor\My Documents\POSPac MMS\Unnamed\7LP_A_140216\Extract Repaired data kernel : 7LP_A_140216 Repaired data time increment (s) : 1.000000 Do data interpolation : Yes Mask angle : 10.000000 -------------------------------------------------------------------------------- Input data time increment (s) : 1.000000 Begin GNSS data repair... Base station #1 service start time and end time: 0.00 - 86399.00 Base station #1 ECEF coordinates: X:807700.73 Y:-5649862.95 Z:2837756.02 -------------------------------------------------------------------------------- Records written Number Start Time End Time Observables 14078 56775.00 70852.00 Less than 5 SV 0 0.00 0.00 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- Repair completed.

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7LP_A_140217 -------------------------------------------------------------------------------- RINEX v2.11 Data Converter [Oct 30 2013] Copyright (c) 2008-2013 Applanix Corporation. All rights reserved. Date : 02/19/14 Time : 14:34:14 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Input file : C:\Documents and Settings\processor\My Documents\POSPac MMS\Unnamed(4)\fmyr0480.14o Converted data path : C:\Documents and Settings\processor\My Documents\POSPac MMS\Unnamed(4)\7LP_A_140217\Extract Converted data kernel : 7LP_A_140217 Output type : base -------------------------------------------------------------------------------- The Extracted Header Information -------------------------------------------------------------------------------- 2.11 OBSERVATION DATA G (GPS) RINEX VERSION / TYPE teqc 2014Jan16 CORS-ADM Account 20140218 01:44:56UTCPGM / RUN BY / DATE Solaris x86 5.10|AMD64|cc SC5.8 -xarch=amd64|=+|=+ COMMENT teqc 2014Jan16 NOAA/NOS/NGS/CORS 20140217 01:11:32UTCCOMMENT Spider V4,4,1,5228 FPRN 2014 02 16 20:00 COMMENT BIT 2 OF LLI FLAGS DATA COLLECTED UNDER A/S CONDITION COMMENT SNR is mapped to RINEX snr flag value [1-9] COMMENT LX: = 25dBHz -> 1; 26-27dBHz -> 2; 28-31dBHz -> 3 COMMENT 32-35dBHz -> 4; 36-38dBHz -> 5; 39-41dBHz -> 6 COMMENT 42-44dBHz -> 7; 45-48dBHz -> 8; >= 49dBHz -> 9 COMMENT BIT 2 OF LLI FLAGS DATA COLLECTED UNDER A/S CONDITION COMMENT SNR is mapped to RINEX snr flag value [1-9] COMMENT Lx: >= 25dBHz -> 1; 26-27dBHz -> 2; 28-31dBHz -> 3 COMMENT 32-35dBHz -> 4; 36-38dBHz -> 5; 39-41dBHz -> 6 COMMENT 42-44dBHz -> 7; 45-48dBHz -> 8; >=49dBHz -> 9 COMMENT FMYR MARKER NAME FMYR MARKER NUMBER Ron Hanson FLDT OBSERVER / AGENCY 461582 LEICA GRX1200PRO 8.10/2.127 REC # / TYPE / VERS CR620002911 ASH701945C_M SCIS ANT # / TYPE 807700.7150 -5649862.8680 2837755.9750 APPROX POSITION XYZ 0.0000 0.0000 0.0000 ANTENNA: DELTA H/E/N 1 1 WAVELENGTH FACT L1/2 5 C1 L1 L2 P2 C2 # / TYPES OF OBSERV 1.0000 INTERVAL teqc windowed: start @ 2014 Feb 17 00:00:00.000 COMMENT teqc windowed: delta = 3600.000 sec COMMENT teqc edited: all SBAS satellites excluded COMMENT teqc edited: all Galileo satellites excluded COMMENT teqc edited: all Compass satellites excluded COMMENT teqc edited: all QZSS satellites excluded COMMENT 2014 2 17 0 0 0.0000000 GPS TIME OF FIRST OBS END OF HEADER -------------------------------------------------------------------------------- Found RINEX station coordinates. Geodetic position (deg,deg,m): 26.590974425 -81.864158892 -13.281 ECEF position (m): 807700.715 -5649862.868 2837755.975 Found GPS observables. RINEX_OBS_INTERVAL: 1.000 seconds base GPS observables decoded without errors -------------------------------------------------------------------------------- Records written Number Start Time End Time Observables 86149 86400.00 172799.00 Less than 5 SV 0 0.00 0.00 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- Conversion completed. -------------------------------------------------------------------------------- BASEOBSREPAIR: Base Observables Data Repair [Oct 30 2013] Copyright (c) 2008-2013 Applanix Corporation. All rights reserved.

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Date : 02/19/14 Time : 14:34:24 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Repaired data path : C:\Documents and Settings\processor\My Documents\POSPac MMS\Unnamed(4)\7LP_A_140217\Extract Repaired data kernel : 7LP_A_140217 Repaired data time increment (s) : 1.000000 Do data interpolation : Yes Mask angle : 10.000000 -------------------------------------------------------------------------------- Input data time increment (s) : 1.000000 Begin GNSS data repair... Base station #1 service start time and end time: 86400.00 - 172799.00 Base station #1 ECEF coordinates: X:807700.73 Y:-5649862.95 Z:2837756.02 -------------------------------------------------------------------------------- Records written Number Start Time End Time Observables 15166 139033.00 154198.00 Less than 5 SV 0 0.00 0.00 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- Repair completed.

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7LP_B_140216 -------------------------------------------------------------------------------- RINEX v2.11 Data Converter [Oct 30 2013] Copyright (c) 2008-2013 Applanix Corporation. All rights reserved. Date : 02/18/14 Time : 19:17:22 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Input file : C:\Documents and Settings\processor\My Documents\POSPac MMS\Unnamed\fmyr0470.14o Converted data path : C:\Documents and Settings\processor\My Documents\POSPac MMS\Unnamed\7LP_B_140216\Extract Converted data kernel : 7LP_B_140216 Output type : base -------------------------------------------------------------------------------- The Extracted Header Information -------------------------------------------------------------------------------- 2.11 OBSERVATION DATA G (GPS) RINEX VERSION / TYPE teqc 2014Jan16 CORS-ADM Account 20140217 01:44:33UTCPGM / RUN BY / DATE Solaris x86 5.10|AMD64|cc SC5.8 -xarch=amd64|=+|=+ COMMENT teqc 2014Jan16 NOAA/NOS/NGS/CORS 20140216 01:20:04UTCCOMMENT Spider V4,4,1,5228 FPRN 2014 02 15 20:00 COMMENT BIT 2 OF LLI FLAGS DATA COLLECTED UNDER A/S CONDITION COMMENT SNR is mapped to RINEX snr flag value [1-9] COMMENT LX: = 25dBHz -> 1; 26-27dBHz -> 2; 28-31dBHz -> 3 COMMENT 32-35dBHz -> 4; 36-38dBHz -> 5; 39-41dBHz -> 6 COMMENT 42-44dBHz -> 7; 45-48dBHz -> 8; >= 49dBHz -> 9 COMMENT BIT 2 OF LLI FLAGS DATA COLLECTED UNDER A/S CONDITION COMMENT SNR is mapped to RINEX snr flag value [1-9] COMMENT Lx: >= 25dBHz -> 1; 26-27dBHz -> 2; 28-31dBHz -> 3 COMMENT 32-35dBHz -> 4; 36-38dBHz -> 5; 39-41dBHz -> 6 COMMENT 42-44dBHz -> 7; 45-48dBHz -> 8; >=49dBHz -> 9 COMMENT FMYR MARKER NAME FMYR MARKER NUMBER Ron Hanson FLDT OBSERVER / AGENCY 461582 LEICA GRX1200PRO 8.10/2.127 REC # / TYPE / VERS CR620002911 ASH701945C_M SCIS ANT # / TYPE 807700.7150 -5649862.8680 2837755.9750 APPROX POSITION XYZ 0.0000 0.0000 0.0000 ANTENNA: DELTA H/E/N 1 1 WAVELENGTH FACT L1/2 5 C1 L1 L2 P2 C2 # / TYPES OF OBSERV 1.0000 INTERVAL teqc windowed: start @ 2014 Feb 16 00:00:00.000 COMMENT teqc windowed: delta = 3600.000 sec COMMENT teqc edited: all SBAS satellites excluded COMMENT teqc edited: all Galileo satellites excluded COMMENT teqc edited: all Compass satellites excluded COMMENT teqc edited: all QZSS satellites excluded COMMENT 2014 2 16 0 0 0.0000000 GPS TIME OF FIRST OBS END OF HEADER -------------------------------------------------------------------------------- Found RINEX station coordinates. Geodetic position (deg,deg,m): 26.590974425 -81.864158892 -13.281 ECEF position (m): 807700.715 -5649862.868 2837755.975 Found GPS observables. RINEX_OBS_INTERVAL: 1.000 seconds base GPS observables decoded without errors -------------------------------------------------------------------------------- Records written Number Start Time End Time Observables 86328 0.00 86399.00 Less than 5 SV 0 0.00 0.00 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- Conversion completed. -------------------------------------------------------------------------------- BASEOBSREPAIR: Base Observables Data Repair [Oct 30 2013] Copyright (c) 2008-2013 Applanix Corporation. All rights reserved. Date : 02/18/14 Time : 19:17:30

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-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Repaired data path : C:\Documents and Settings\processor\My Documents\POSPac MMS\Unnamed\7LP_B_140216\Extract Repaired data kernel : 7LP_B_140216 Repaired data time increment (s) : 1.000000 Do data interpolation : Yes Mask angle : 10.000000 -------------------------------------------------------------------------------- Input data time increment (s) : 1.000000 Begin GNSS data repair... Base station #1 service start time and end time: 0.00 - 86399.00 Base station #1 ECEF coordinates: X:807700.73 Y:-5649862.95 Z:2837756.02 -------------------------------------------------------------------------------- Records written Number Start Time End Time Observables 3336 73052.00 76387.00 Less than 5 SV 0 0.00 0.00 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- Repair completed.

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Smartbase QC Logs Log Count: 36 -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 01/28/14 Time : 13:45:25 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1776:432000 1776:518399 731 731 731 372 8 1.0 5 12 1.4 5.4 OKCB 86399.0 1776:432000 1776:518399 730 730 730 370 8 1.0 5 12 1.4 5.2 NAPL 86399.0 1776:432000 1776:518399 3059 735 33 678 20 1.0 5 12 1.4 5.5 KYW6 86395.0 1776:432000 1776:518395 0 0 0 632 4 5.0 7 12 1.2 2.5 UNPM 86370.0 1776:432000 1776:518370 0 0 0 2977 5 30.0 8 12 1.2 2.6 BVHS 86370.0 1776:432000 1776:518370 90 90 90 341 4 30.0 7 14 1.2 2.5 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.6 30 1776:432390 1776:518370 8.4 2828 14 0 -1.022e-010 OKCB OK 0.000 23.6 30 1776:432390 1776:518370 8.4 2828 14 0 -7.833e-011 NAPL OK 0.000 20.7 30 1776:432390 1776:518370 8.2 2489 352 0 -9.189e-011 KYW6 OK 0.001 23.6 30 1776:432390 1776:518370 8.5 2828 0 0 +3.353e-011 UNPM OK 0.002 23.6 30 1776:432420 1776:518370 8.2 2828 0 0 -5.651e-011 BVHS OK 0.002 23.6 30 1776:432390 1776:518370 8.6 2828 13 0 -1.980e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords UNPM Adjusted OK 0.002 m 0.000 m 0.002 m 23.57 h Adjusted OKCB Adjusted OK 0.000 m 0.000 m 0.000 m 23.57 h Adjusted

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NAPL Adjusted OK 0.000 m 0.000 m 0.000 m 20.74 h Adjusted KYW6 Adjusted OK 0.001 m 0.000 m 0.001 m 23.57 h Adjusted FMYR Control Control 0.000 m 0.000 m 0.000 m 23.57 h Control BVHS Adjusted OK 0.002 m 0.001 m 0.002 m 23.57 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude UNPM N20°52'06.60836" W86°52'05.42914" -0.487 m N20°52'06.59525" W86°52'05.40680" 1.422 m OKCB N27°15'57.73455" W80°51'19.19982" -15.358 m N27°15'57.71595" W80°51'19.18197" -13.667 m NAPL N26°08'55.12137" W81°46'34.64544" -19.082 m N26°08'55.10359" W81°46'34.62798" -17.346 m KYW6 N24°34'56.29152" W81°39'10.04933" -11.976 m N24°34'56.29149" W81°39'10.04923" -12.027 m FMYR N26°35'27.50798" W81°51'50.97203" -13.190 m N26°35'27.50798" W81°51'50.97203" -13.190 m BVHS N29°20'12.50773" W89°24'23.03797" -15.778 m N29°20'12.48872" W89°24'23.01170" -14.135 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 01/27/14 Time : 09:45:51 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1776:432000 1776:518399 731 731 731 372 8 1.0 5 12 1.4 5.4 WACH 86399.0 1776:432000 1776:518399 723 723 723 218 8 1.0 5 12 1.5 6.3 UNPM 86370.0 1776:432000 1776:518370 0 0 0 2967 4 30.0 8 12 1.2 2.6 OKCB 86399.0 1776:432000 1776:518399 730 730 730 371 8 1.0 5 12 1.4 5.2 NAPL 86399.0 1776:432000 1776:518399 3059 735 33 682 20 1.0 5 12 1.4 5.5 MTNT 86399.0 1776:432000 1776:518399 730 730 730 477 8 1.0 5 12 1.4 5.5 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.6 30 1776:432390 1776:518370 8.4 2828 0 0 -1.030e-010 WACH OK 0.002 23.6 30 1776:432390 1776:518370 7.3 2828 0 0 -8.151e-011

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UNPM OK 0.005 23.6 30 1776:432390 1776:518370 8.2 2828 0 0 -5.570e-011 OKCB OK 0.000 23.6 30 1776:432390 1776:518370 8.4 2828 0 0 -7.781e-011 NAPL OK 0.002 20.7 30 1776:432390 1776:518370 8.2 2489 338 0 -8.989e-011 MTNT OK 0.001 23.6 30 1776:432390 1776:518370 8.3 2828 0 0 -8.373e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.57 h Control WACH Adjusted OK 0.001 m 0.002 m 0.002 m 23.57 h Adjusted UNPM Adjusted OK 0.005 m 0.001 m 0.005 m 23.57 h Adjusted OKCB Adjusted OK 0.000 m 0.000 m 0.000 m 23.57 h Adjusted NAPL Adjusted OK 0.002 m 0.001 m 0.002 m 20.74 h Adjusted MTNT Adjusted OK 0.001 m 0.000 m 0.001 m 23.57 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50798" W81°51'50.97203" -13.190 m N26°35'27.50798" W81°51'50.97203" -13.190 m WACH N27°30'51.06151" W81°52'56.63520" 9.131 m N27°30'51.04263" W81°52'56.61629" 10.843 m UNPM N20°52'06.60836" W86°52'05.42914" -0.487 m N20°52'06.59542" W86°52'05.40663" 1.420 m OKCB N27°15'57.73455" W80°51'19.19982" -15.358 m N27°15'57.71593" W80°51'19.18193" -13.665 m NAPL N26°08'55.12137" W81°46'34.64544" -19.082 m N26°08'55.10360" W81°46'34.62805" -17.343 m MTNT N25°51'56.77847" W80°54'25.20414" -20.559 m N25°51'56.76114" W80°54'25.18626" -18.857 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 01/29/14 Time : 22:30:49 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1776:518400 1776:604799 0 0 0 261 4 1.0 5 12 1.4 5.5 WACH 86399.0 1776:518400 1776:604799 0 0 0 173 4 1.0 5 12 1.5 6.3 OKCB 86399.0 1776:518400 1776:604799 0 0 0 267 4 1.0 6 12 1.4 5.2

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NAPL 86399.0 1776:518400 1776:604799 3351 72 16 468 12 1.0 5 12 1.4 14.8 MTNT 86399.0 1776:518400 1776:604799 167 167 167 388 8 1.0 5 12 1.4 5.5 MCD6 86395.0 1776:518400 1776:604795 0 0 0 660 4 5.0 7 12 1.2 2.5 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.9 15 1776:518745 1776:604785 8.4 5736 0 0 -8.698e-011 WACH OK 0.003 23.9 15 1776:518745 1776:604785 7.3 5736 0 0 -8.493e-011 OKCB OK 0.003 23.9 15 1776:518745 1776:604785 8.4 5736 0 0 -9.617e-011 NAPL OK 0.001 20.9 15 1776:518745 1776:604785 8.3 5004 732 0 -1.149e-010 MTNT OK 0.003 23.8 15 1776:518745 1776:604785 8.4 5701 35 0 +8.749e-011 MCD6 OK 0.004 23.9 15 1776:518745 1776:604785 8.5 5736 0 0 -4.058e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.90 h Control WACH Adjusted OK 0.002 m 0.002 m 0.003 m 23.90 h Adjusted OKCB Adjusted OK 0.003 m 0.001 m 0.003 m 23.90 h Adjusted NAPL Adjusted OK 0.001 m 0.000 m 0.001 m 20.85 h Adjusted MTNT Adjusted OK 0.003 m 0.001 m 0.003 m 23.75 h Adjusted MCD6 Adjusted OK 0.003 m 0.002 m 0.004 m 23.90 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50797" W81°51'50.97203" -13.190 m N26°35'27.50797" W81°51'50.97203" -13.190 m WACH N27°30'51.06151" W81°52'56.63520" 9.131 m N27°30'51.04262" W81°52'56.61627" 10.843 m OKCB N27°15'57.73455" W80°51'19.19982" -15.358 m N27°15'57.71589" W80°51'19.18185" -13.655 m NAPL N26°08'55.12137" W81°46'34.64544" -19.082 m N26°08'55.10350" W81°46'34.62802" -17.330 m MTNT N25°51'56.77847" W80°54'25.20414" -20.559 m N25°51'56.76105" W80°54'25.18627" -18.847 m MCD6 N27°50'59.35673" W82°31'57.34012" -15.776 m N27°50'59.33777" W82°31'57.32038" -14.136 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013]

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Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 01/29/14 Time : 23:42:53 -------------------------------------------------------------------------------- SmartBase Quality Check processing started QCND PROCESSING MESSAGE: (Warning) THREE days of precise ephemeris should be provided. -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1777:172800 1777:259199 341 258 9 325 8 1.0 5 12 1.4 5.5 ZEFR 86399.0 1777:172800 1777:259199 119 63 56 632 4 1.0 13 18 1.2 2.8 WACH 86399.0 1777:172800 1777:259199 124 81 43 173 4 1.0 5 12 1.5 6.3 UNPM 86370.0 1777:172800 1777:259170 0 0 0 2037 8 30.0 8 12 1.2 2.6 NAPL 86399.0 1777:172800 1777:259199 1818 73 33 777 25 1.0 4 12 1.4 6.0 MCD5 86395.0 1777:172800 1777:259195 0 0 0 1870 4 5.0 7 12 1.2 2.5 CCV6 86395.0 1777:172800 1777:259195 70 35 35 1764 4 5.0 7 12 1.2 2.4 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.6 30 1777:173190 1777:259170 8.4 2830 25 0 -7.401e-011 ZEFR OK 0.002 23.6 30 1777:173190 1777:259170 8.5 2830 14 0 -3.492e-011 WACH OK 0.001 23.6 30 1777:173190 1777:259170 7.3 2830 14 0 -1.037e-010 UNPM OK 0.005 23.6 30 1777:173190 1777:259170 8.5 2830 12 0 -4.704e-011 NAPL OK 0.000 21.0 30 1777:173190 1777:259170 8.2 2515 338 0 -7.154e-011 MCD5 OK 0.001 23.6 30 1777:173190 1777:259170 8.5 2830 0 0 -3.691e-011 CCV6 OK 0.002 23.6 30 1777:173190 1777:259170 8.3 2830 22 0 -3.569e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.58 h Control ZEFR Adjusted OK 0.001 m 0.001 m 0.002 m 23.58 h Adjusted WACH Adjusted OK 0.001 m 0.001 m 0.001 m 23.58 h Adjusted UNPM Adjusted OK 0.005 m 0.000 m 0.005 m 23.58 h Adjusted

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NAPL Adjusted OK 0.000 m 0.000 m 0.000 m 20.96 h Adjusted MCD5 Adjusted OK 0.001 m 0.001 m 0.001 m 23.58 h Adjusted CCV6 Adjusted OK 0.001 m 0.001 m 0.002 m 23.58 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50797" W81°51'50.97203" -13.190 m N26°35'27.50797" W81°51'50.97203" -13.190 m ZEFR N28°13'39.34160" W82°09'52.69157" -1.518 m N28°13'39.32244" W82°09'52.67219" 0.188 m WACH N27°30'51.06151" W81°52'56.63520" 9.131 m N27°30'51.04266" W81°52'56.61619" 10.862 m UNPM N20°52'06.60836" W86°52'05.42914" -0.487 m N20°52'06.59516" W86°52'05.40706" 1.421 m NAPL N26°08'55.12137" W81°46'34.64544" -19.082 m N26°08'55.10368" W81°46'34.62818" -17.338 m MCD5 N27°50'59.35767" W82°31'56.35546" -15.735 m N27°50'59.33884" W82°31'56.33572" -14.095 m CCV6 N28°27'35.84758" W80°32'43.72106" -24.278 m N28°27'35.82789" W80°32'43.70273" -22.620 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 01/29/14 Time : 19:44:26 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP MTNT 86399.0 1776:518400 1776:604799 167 167 167 498 8 1.0 5 12 1.2 5.5 WACH 86399.0 1776:518400 1776:604799 0 0 0 190 5 1.0 5 12 1.2 6.3 UNPM 86370.0 1776:518400 1776:604770 0 0 0 2523 4 30.0 8 12 1.1 2.6 NAPL 86399.0 1776:518400 1776:604799 3286 77 34 734 24 1.0 5 12 1.1 10.0 KYW5 86395.0 1776:518400 1776:604795 0 0 0 628 9 5.0 7 12 1.1 2.5 FMYR 86399.0 1776:518400 1776:604799 0 0 0 315 4 1.0 5 12 1.1 5.5 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk MTNT CONTROL 0.000 23.7 30 1776:518790 1776:604770 8.2 2847 14 0 +8.761e-011 WACH OK 0.002 23.7 30 1776:518820 1776:604770 7.3 2847 0 0 -8.821e-011

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UNPM OK 0.005 23.7 30 1776:518790 1776:604770 8.3 2847 0 0 +7.154e-011 NAPL OK 0.002 20.7 30 1776:518790 1776:604770 8.1 2485 379 0 -1.138e-010 KYW5 OK 0.001 23.7 30 1776:518820 1776:604770 8.4 2847 12 0 +3.513e-011 FMYR OK 0.001 23.7 30 1776:518790 1776:604770 8.4 2847 0 0 +8.251e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords MTNT Control Control 0.000 m 0.000 m 0.000 m 23.73 h Control WACH Adjusted OK 0.001 m 0.002 m 0.002 m 23.73 h Adjusted UNPM Adjusted OK 0.005 m 0.001 m 0.005 m 23.73 h Adjusted NAPL Adjusted OK 0.001 m 0.002 m 0.002 m 20.71 h Adjusted KYW5 Adjusted OK 0.001 m 0.001 m 0.001 m 23.73 h Adjusted FMYR Adjusted OK 0.001 m 0.001 m 0.001 m 23.73 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude MTNT N25°51'56.76079" W80°54'25.18642" -18.839 m N25°51'56.76079" W80°54'25.18642" -18.839 m WACH N27°30'51.06151" W81°52'56.63520" 9.131 m N27°30'51.04232" W81°52'56.61637" 10.859 m UNPM N20°52'06.60836" W86°52'05.42914" -0.487 m N20°52'06.59532" W86°52'05.40609" 1.446 m NAPL N26°08'55.12137" W81°46'34.64544" -19.082 m N26°08'55.10323" W81°46'34.62759" -17.319 m KYW5 N24°34'56.18093" W81°39'10.92169" -13.652 m N24°34'56.16433" W81°39'10.90346" -11.974 m FMYR N26°35'27.52602" W81°51'50.99096" -14.888 m N26°35'27.50772" W81°51'50.97212" -13.175 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 01/29/14 Time : 19:44:02 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1777:172800 1777:259199 341 258 9 325 8 1.0 5 12 1.4 5.5 ZEFR 86399.0 1777:172800 1777:259199 119 63 56 632 4 1.0 13 18 1.2 2.8 WACH 86399.0 1777:172800 1777:259199 124 81 43 173 4 1.0 5 12 1.5 6.3

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UNPM 86370.0 1777:172800 1777:259170 0 0 0 2038 8 30.0 8 12 1.2 2.6 NAPL 86399.0 1777:172800 1777:259199 1818 73 33 776 25 1.0 4 12 1.4 6.0 MCD5 86395.0 1777:172800 1777:259195 0 0 0 1875 4 5.0 7 12 1.2 2.5 CCV6 86395.0 1777:172800 1777:259195 70 35 35 1763 4 5.0 7 12 1.2 2.4 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.6 30 1777:173190 1777:259170 8.4 2830 25 0 -7.396e-011 ZEFR OK 0.001 23.6 30 1777:173190 1777:259170 8.5 2830 14 0 -3.485e-011 WACH OK 0.001 23.6 30 1777:173190 1777:259170 7.3 2830 14 0 -1.034e-010 UNPM OK 0.005 23.6 30 1777:173190 1777:259170 8.5 2830 12 0 -4.700e-011 NAPL OK 0.000 21.0 30 1777:173190 1777:259170 8.2 2515 338 0 -7.148e-011 MCD5 OK 0.001 23.6 30 1777:173190 1777:259170 8.5 2830 0 0 -3.666e-011 CCV6 OK 0.002 23.6 30 1777:173190 1777:259170 8.3 2830 22 0 -3.561e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.58 h Control ZEFR Adjusted OK 0.001 m 0.001 m 0.001 m 23.58 h Adjusted WACH Adjusted OK 0.001 m 0.001 m 0.001 m 23.58 h Adjusted UNPM Adjusted OK 0.005 m 0.001 m 0.005 m 23.58 h Adjusted NAPL Adjusted OK 0.000 m 0.000 m 0.000 m 20.96 h Adjusted MCD5 Adjusted OK 0.001 m 0.001 m 0.001 m 23.58 h Adjusted CCV6 Adjusted OK 0.001 m 0.001 m 0.002 m 23.58 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50798" W81°51'50.97203" -13.190 m N26°35'27.50798" W81°51'50.97203" -13.190 m ZEFR N28°13'39.34160" W82°09'52.69157" -1.518 m N28°13'39.32247" W82°09'52.67227" 0.186 m WACH N27°30'51.06151" W81°52'56.63520" 9.131 m N27°30'51.04268" W81°52'56.61623" 10.860 m UNPM N20°52'06.60836" W86°52'05.42914" -0.487 m N20°52'06.59508" W86°52'05.40690" 1.436 m

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NAPL N26°08'55.12137" W81°46'34.64544" -19.082 m N26°08'55.10367" W81°46'34.62816" -17.337 m MCD5 N27°50'59.35767" W82°31'56.35546" -15.735 m N27°50'59.33887" W82°31'56.33581" -14.096 m CCV6 N28°27'35.84758" W80°32'43.72106" -24.278 m N28°27'35.82791" W80°32'43.70282" -22.623 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 02/06/14 Time : 21:13:35 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1778: 0 1778: 86399 2205 88 40 391 12 1.0 5 12 1.4 5.5 WACH 86399.0 1778: 0 1778: 86399 0 0 0 202 4 1.0 5 12 1.5 6.3 UNPM 86370.0 1778: 0 1778: 86370 0 0 0 1912 11 30.0 8 12 1.2 2.2 OKCB 86399.0 1778: 0 1778: 86399 0 0 0 297 4 1.0 10 18 1.4 5.2 NAPL 86399.0 1778: 0 1778: 86399 3234 90 31 652 16 1.0 4 12 1.4 5.8 MTNT 86399.0 1778: 0 1778: 86399 0 0 0 456 4 1.0 5 12 1.4 5.5 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 21.2 30 1778: 390 1778: 86370 8.4 2545 267 0 -9.708e-011 WACH OK 0.001 21.2 30 1778: 390 1778: 86370 8.0 2545 0 0 -7.373e-011 UNPM OK 0.005 21.2 30 1778: 390 1778: 86370 9.3 2545 23 0 -7.823e-011 OKCB OK 0.001 21.2 30 1778: 390 1778: 86370 9.3 2545 0 0 -3.268e-011 NAPL OK 0.000 20.5 30 1778: 390 1778: 86370 8.0 2458 398 0 -8.462e-011 MTNT OK 0.001 21.2 30 1778: 390 1778: 86370 9.1 2545 0 0 +8.472e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 21.21 h Control WACH Adjusted OK 0.001 m 0.001 m 0.001 m 21.21 h Adjusted

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UNPM Adjusted OK 0.005 m 0.001 m 0.005 m 21.21 h Adjusted OKCB Adjusted OK 0.001 m 0.000 m 0.001 m 21.21 h Adjusted NAPL Adjusted OK 0.000 m 0.000 m 0.000 m 20.48 h Adjusted MTNT Adjusted OK 0.001 m 0.001 m 0.001 m 21.21 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50797" W81°51'50.97203" -13.190 m N26°35'27.50797" W81°51'50.97203" -13.190 m WACH N27°30'51.06151" W81°52'56.63521" 9.131 m N27°30'51.04255" W81°52'56.61617" 10.859 m UNPM N20°52'06.60836" W86°52'05.42914" -0.487 m N20°52'06.59525" W86°52'05.40672" 1.457 m OKCB N27°15'57.73455" W80°51'19.19983" -15.358 m N27°15'57.71578" W80°51'19.18170" -13.572 m NAPL N26°08'55.12137" W81°46'34.64545" -19.082 m N26°08'55.10340" W81°46'34.62729" -17.352 m MTNT N25°51'56.77847" W80°54'25.20415" -20.559 m N25°51'56.76092" W80°54'25.18607" -18.840 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 02/11/14 Time : 13:41:49 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1779: 86400 1779:172799 1175 88 24 401 12 1.0 5 12 1.4 5.5 WACH 86399.0 1779: 86400 1779:172799 0 0 0 196 4 1.0 5 12 1.5 6.3 UNPM 86370.0 1779: 86400 1779:172770 0 0 0 2739 7 30.0 8 12 1.2 2.6 OKCB 86399.0 1779: 86400 1779:172799 0 0 0 861 8 1.0 13 18 1.2 2.6 NAPL 86399.0 1779: 86400 1779:172799 3407 86 31 880 39 1.0 3 12 1.4 1000.0 MTNT 86399.0 1779: 86400 1779:172799 0 0 0 429 4 1.0 5 12 1.4 5.5 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 22.1 30 1779: 86790 1779:172770 8.3 2656 178 0 -9.729e-011 WACH OK 0.001 22.1 30 1779: 86790 1779:172770 7.8 2656 0 0 -9.296e-011

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UNPM OK 0.006 22.1 30 1779: 86790 1779:172770 8.7 2656 11 0 -7.342e-011 OKCB OK 0.001 22.1 30 1779: 86790 1779:172770 9.0 2656 12 0 +2.931e-011 NAPL OK 0.001 20.1 30 1779: 86820 1779:172770 8.1 2406 456 0 +1.126e-010 MTNT OK 0.001 22.1 30 1779: 86790 1779:172770 8.8 2656 0 0 -9.733e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 22.13 h Control WACH Adjusted OK 0.000 m 0.001 m 0.001 m 22.13 h Adjusted UNPM Adjusted OK 0.003 m 0.005 m 0.006 m 22.13 h Adjusted OKCB Adjusted OK 0.001 m 0.001 m 0.001 m 22.13 h Adjusted NAPL Adjusted OK 0.001 m 0.000 m 0.001 m 20.05 h Adjusted MTNT Adjusted OK 0.000 m 0.000 m 0.001 m 22.13 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50798" W81°51'50.97203" -13.190 m N26°35'27.50798" W81°51'50.97203" -13.190 m WACH N27°30'51.06151" W81°52'56.63521" 9.131 m N27°30'51.04259" W81°52'56.61609" 10.845 m UNPM N20°52'06.60835" W86°52'05.42915" -0.487 m N20°52'06.59534" W86°52'05.40633" 1.438 m OKCB N27°15'57.73455" W80°51'19.19984" -15.359 m N27°15'57.71584" W80°51'19.18158" -13.644 m NAPL N26°08'55.12137" W81°46'34.64546" -19.082 m N26°08'55.10354" W81°46'34.62738" -17.342 m MTNT N25°51'56.77847" W80°54'25.20416" -20.559 m N25°51'56.76099" W80°54'25.18602" -18.858 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 02/12/14 Time : 08:47:30 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1779: 86400 1779:172799 985 73 8 311 8 1.0 5 12 1.4 5.5 WACH 86399.0 1779: 86400 1779:172799 0 0 0 167 4 1.0 5 12 1.5 6.3 OKCB 86399.0 1779: 86400 1779:172799 0 0 0 694 4 1.0 13 18 1.2 2.7

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NAPL 86399.0 1779: 86400 1779:172799 3300 75 16 542 8 1.0 3 12 1.4 1000.0 MTNT 86399.0 1779: 86400 1779:172799 0 0 0 404 4 1.0 5 12 1.4 5.5 BVHS 86385.0 1779: 86400 1779:172785 0 0 0 431 4 15.0 13 18 1.2 2.6 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 22.4 15 1779: 86745 1779:172785 8.3 5385 297 0 -9.391e-011 WACH OK 0.001 22.4 15 1779: 86745 1779:172785 7.7 5385 0 0 +8.964e-011 OKCB OK 0.001 22.4 15 1779: 86745 1779:172785 9.0 5385 0 0 +3.011e-011 NAPL OK 0.000 20.2 15 1779: 86745 1779:172785 8.2 4857 863 0 +1.128e-010 MTNT OK 0.001 22.4 15 1779: 86745 1779:172785 8.8 5385 0 0 -1.090e-010 BVHS OK 0.004 22.4 15 1779: 86745 1779:172785 9.1 5385 0 0 -2.162e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 22.44 h Control WACH Adjusted OK 0.001 m 0.000 m 0.001 m 22.44 h Adjusted OKCB Adjusted OK 0.001 m 0.000 m 0.001 m 22.44 h Adjusted NAPL Adjusted OK 0.000 m 0.000 m 0.000 m 20.24 h Adjusted MTNT Adjusted OK 0.001 m 0.000 m 0.001 m 22.44 h Adjusted BVHS Adjusted OK 0.004 m 0.001 m 0.004 m 22.44 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50798" W81°51'50.97203" -13.190 m N26°35'27.50798" W81°51'50.97203" -13.190 m WACH N27°30'51.06151" W81°52'56.63521" 9.131 m N27°30'51.04260" W81°52'56.61608" 10.841 m OKCB N27°15'57.73455" W80°51'19.19984" -15.359 m N27°15'57.71588" W80°51'19.18167" -13.644 m NAPL N26°08'55.12137" W81°46'34.64546" -19.082 m N26°08'55.10348" W81°46'34.62807" -17.333 m MTNT N25°51'56.77847" W80°54'25.20416" -20.559 m N25°51'56.76100" W80°54'25.18619" -18.853 m BVHS N29°20'12.50773" W89°24'23.03799" -15.778 m N29°20'12.48863" W89°24'23.01113" -14.141 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013]

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Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 02/12/14 Time : 19:14:38 -------------------------------------------------------------------------------- SmartBase Quality Check processing started QCND PROCESSING MESSAGE: (Warning) THREE days of precise ephemeris should be provided. -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1779:172800 1779:259199 247 247 247 380 9 1.0 5 12 1.4 5.5 WACH 86399.0 1779:172800 1779:259199 170 170 170 218 8 1.0 5 12 1.5 6.3 UNPM 86370.0 1779:172800 1779:259170 0 0 0 2305 5 30.0 8 12 1.2 2.6 OKCB 86399.0 1779:172800 1779:259199 0 0 0 781 4 1.0 13 18 1.2 2.7 NAPL 86399.0 1779:172800 1779:259199 3339 175 31 1184 42 1.0 4 12 1.4 6.6 MCD5 86395.0 1779:172800 1779:259195 0 0 0 2038 8 5.0 7 12 1.2 2.5 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.7 30 1779:173190 1779:259170 8.4 2843 15 0 -7.163e-011 WACH OK 0.001 23.7 30 1779:173190 1779:259170 7.3 2843 20 0 -8.639e-011 UNPM OK 0.004 23.7 30 1779:173220 1779:259170 8.4 2843 0 0 +8.517e-011 OKCB OK 0.001 23.7 30 1779:173190 1779:259170 8.5 2843 0 0 +3.645e-011 NAPL OK 0.003 20.1 30 1779:173250 1779:259170 8.1 2411 448 0 -7.793e-011 MCD5 OK 0.001 23.7 30 1779:173190 1779:259170 8.4 2843 12 0 +3.574e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.69 h Control WACH Adjusted OK 0.001 m 0.000 m 0.001 m 23.69 h Adjusted UNPM Adjusted OK 0.004 m 0.002 m 0.004 m 23.69 h Adjusted OKCB Adjusted OK 0.001 m 0.000 m 0.001 m 23.69 h Adjusted NAPL Adjusted OK 0.000 m 0.003 m 0.003 m 20.09 h Adjusted MCD5 Adjusted OK 0.001 m 0.000 m 0.001 m 23.69 h Adjusted

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-------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50797" W81°51'50.97203" -13.190 m N26°35'27.50797" W81°51'50.97203" -13.190 m WACH N27°30'51.06151" W81°52'56.63522" 9.131 m N27°30'51.04252" W81°52'56.61628" 10.852 m UNPM N20°52'06.60835" W86°52'05.42915" -0.487 m N20°52'06.59567" W86°52'05.40598" 1.205 m OKCB N27°15'57.73455" W80°51'19.19984" -15.359 m N27°15'57.71578" W80°51'19.18207" -13.662 m NAPL N26°08'55.12137" W81°46'34.64546" -19.082 m N26°08'55.10358" W81°46'34.62771" -17.352 m MCD5 N27°50'59.35767" W82°31'56.35548" -15.735 m N27°50'59.33864" W82°31'56.33589" -14.047 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 02/14/14 Time : 00:17:47 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP MTNT 86399.0 1779:172800 1779:259199 0 0 0 470 4 1.0 5 12 1.4 5.5 ZMA1 86399.0 1779:172800 1779:259199 0 0 0 3194 5 1.0 8 14 1.1 2.2 ZEFR 86399.0 1779:172800 1779:259199 0 0 0 721 4 1.0 13 18 1.2 4.2 PBCH 86399.0 1779:172800 1779:259199 0 0 0 337 4 1.0 11 18 1.4 5.2 MCD6 86395.0 1779:172800 1779:259195 0 0 0 919 4 5.0 7 12 1.2 2.5 BRTW 86399.0 1779:172800 1779:259199 0 0 0 566 8 1.0 10 18 1.4 5.6 WACH 86399.0 1779:172800 1779:259199 170 170 170 217 8 1.0 5 12 1.5 6.3 UNPM 86370.0 1779:172800 1779:259170 0 0 0 2308 5 30.0 8 12 1.2 2.6 OKCB 86399.0 1779:172800 1779:259199 0 0 0 785 4 1.0 13 18 1.2 2.7 NAPL 86399.0 1779:172800 1779:259199 3339 175 31 1179 41 1.0 4 12 1.4 6.6 FMYR 86399.0 1779:172800 1779:259199 247 247 247 379 9 1.0 5 12 1.4 5.5 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk MTNT CONTROL 0.000 23.9 30 1779:173190 1779:259170 8.3 2866 0 0 -7.989e-011

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ZMA1 OK 0.002 23.9 30 1779:173220 1779:259170 8.5 2865 0 0 +1.674e-011 ZEFR OK 0.003 23.9 30 1779:173190 1779:259170 8.5 2866 0 0 +2.884e-011 PBCH OK 0.001 23.9 30 1779:173190 1779:259170 8.2 2866 0 0 +4.237e-011 MCD6 OK 0.003 23.9 30 1779:173190 1779:259170 8.4 2866 0 0 +3.441e-011 BRTW OK 0.004 23.8 30 1779:173190 1779:259170 8.1 2852 12 0 -6.897e-011 WACH OK 0.002 23.7 30 1779:173190 1779:259170 7.3 2846 20 0 -8.684e-011 UNPM OK 0.007 23.9 30 1779:173220 1779:259170 8.4 2865 0 0 +8.615e-011 OKCB OK 0.001 23.9 30 1779:173190 1779:259170 8.5 2866 0 0 +3.605e-011 NAPL OK 0.001 20.1 30 1779:173220 1779:259170 8.1 2412 448 0 -7.473e-011 FMYR OK 0.001 23.7 30 1779:173190 1779:259170 8.4 2843 23 0 -6.841e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords MTNT Control Control 0.000 m 0.000 m 0.000 m 23.88 h Control ZMA1 Adjusted OK 0.000 m 0.002 m 0.002 m 23.88 h Adjusted ZEFR Adjusted OK 0.002 m 0.001 m 0.003 m 23.88 h Adjusted PBCH Adjusted OK 0.001 m 0.000 m 0.001 m 23.88 h Adjusted MCD6 Adjusted OK 0.002 m 0.001 m 0.003 m 23.88 h Adjusted BRTW Adjusted OK 0.003 m 0.002 m 0.004 m 23.77 h Adjusted WACH Adjusted OK 0.002 m 0.001 m 0.002 m 23.72 h Adjusted UNPM Adjusted OK 0.007 m 0.002 m 0.007 m 23.88 h Adjusted OKCB Adjusted OK 0.001 m 0.001 m 0.001 m 23.88 h Adjusted NAPL Adjusted OK 0.001 m 0.000 m 0.001 m 20.10 h Adjusted FMYR Adjusted OK 0.001 m 0.000 m 0.001 m 23.69 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude MTNT N25°51'56.76078" W80°54'25.18640" -18.839 m N25°51'56.76078" W80°54'25.18640" -18.839 m ZMA1 N25°49'28.60321" W80°19'09.08317" -8.045 m N25°49'28.58523" W80°19'09.06641" -5.977 m ZEFR N28°13'39.34160" W82°09'52.69158" -1.518 m N28°13'39.32195" W82°09'52.67240" 0.198 m PBCH N26°50'46.65685" W80°13'09.31729" -16.898 m N26°50'46.63811" W80°13'09.30025" -15.100 m MCD6 N27°50'59.35673" W82°31'57.34014" -15.777 m N27°50'59.33742" W82°31'57.32060" -14.112 m BRTW N27°56'58.66123" W81°46'58.22019" 12.024 m N27°56'58.64197" W81°46'58.20155" 13.732 m

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WACH N27°30'51.06151" W81°52'56.63522" 9.131 m N27°30'51.04227" W81°52'56.61634" 10.872 m UNPM N20°52'06.60835" W86°52'05.42915" -0.487 m N20°52'06.59522" W86°52'05.40614" 1.436 m OKCB N27°15'57.73455" W80°51'19.19984" -15.359 m N27°15'57.71553" W80°51'19.18212" -13.630 m NAPL N26°08'55.12137" W81°46'34.64546" -19.082 m N26°08'55.10334" W81°46'34.62789" -17.335 m FMYR N26°35'27.52602" W81°51'50.99098" -14.888 m N26°35'27.50770" W81°51'50.97211" -13.174 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 02/12/14 Time : 20:16:57 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP MTNT 86399.0 1779:172800 1779:259199 0 0 0 471 4 1.0 5 12 1.4 5.5 UNPM 86370.0 1779:172800 1779:259170 0 0 0 2298 4 30.0 8 12 1.2 2.6 WACH 86399.0 1779:172800 1779:259199 170 170 170 225 9 1.0 5 12 1.5 6.3 OKCB 86399.0 1779:172800 1779:259199 0 0 0 785 4 1.0 13 18 1.2 2.7 MCD6 86395.0 1779:172800 1779:259195 0 0 0 922 4 5.0 7 12 1.2 2.5 FMYR 86399.0 1779:172800 1779:259199 247 247 247 378 9 1.0 5 12 1.4 5.5 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk MTNT CONTROL 0.000 23.9 30 1779:173190 1779:259170 8.3 2866 0 0 -7.894e-011 UNPM OK 0.006 23.9 30 1779:173190 1779:259170 8.4 2866 0 0 +8.632e-011 WACH OK 0.005 23.7 30 1779:173220 1779:259170 7.3 2845 20 0 -8.649e-011 OKCB OK 0.003 23.9 30 1779:173190 1779:259170 8.5 2866 0 0 -3.387e-011 MCD6 OK 0.003 23.9 30 1779:173190 1779:259170 8.4 2866 0 0 +3.564e-011 FMYR OK 0.003 23.7 30 1779:173190 1779:259170 8.4 2843 23 0 -6.723e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords

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MTNT Control Control 0.000 m 0.000 m 0.000 m 23.88 h Control UNPM Adjusted OK 0.005 m 0.003 m 0.006 m 23.88 h Adjusted WACH Adjusted OK 0.001 m 0.005 m 0.005 m 23.71 h Adjusted OKCB Adjusted OK 0.001 m 0.003 m 0.003 m 23.88 h Adjusted MCD6 Adjusted OK 0.001 m 0.003 m 0.003 m 23.88 h Adjusted FMYR Adjusted OK 0.001 m 0.003 m 0.003 m 23.69 h Adjusted KYW6 Disabled Not Processed N/A N/A N/A 0.00 h Disabled -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude MTNT N25°51'56.76078" W80°54'25.18640" -18.839 m N25°51'56.76078" W80°54'25.18640" -18.839 m UNPM N20°52'06.60835" W86°52'05.42915" -0.487 m N20°52'06.59511" W86°52'05.40626" 1.434 m WACH N27°30'51.06151" W81°52'56.63522" 9.131 m N27°30'51.04230" W81°52'56.61637" 10.868 m OKCB N27°15'57.73455" W80°51'19.19984" -15.359 m N27°15'57.71555" W80°51'19.18214" -13.632 m MCD6 N27°50'59.35673" W82°31'57.34014" -15.777 m N27°50'59.33746" W82°31'57.32064" -14.114 m FMYR N26°35'27.52602" W81°51'50.99098" -14.888 m N26°35'27.50771" W81°51'50.97215" -13.175 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 02/14/14 Time : 13:33:27 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP MCD6 86395.0 1779:172800 1779:259195 0 0 0 919 4 5.0 7 12 1.2 2.5 WACH 86399.0 1779:172800 1779:259199 170 170 170 218 8 1.0 5 12 1.5 6.3 UNPM 86370.0 1779:172800 1779:259170 0 0 0 2307 5 30.0 8 12 1.2 2.6 OKCB 86399.0 1779:172800 1779:259199 0 0 0 778 4 1.0 13 18 1.2 2.7 NAPL 86399.0 1779:172800 1779:259199 3339 175 31 1167 40 1.0 4 12 1.4 6.6 FMYR 86399.0 1779:172800 1779:259199 247 247 247 380 9 1.0 5 12 1.4 5.5 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max

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ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk MCD6 CONTROL 0.000 23.9 30 1779:173190 1779:259170 8.4 2866 0 0 +3.587e-011 WACH OK 0.001 23.7 30 1779:173190 1779:259170 7.3 2846 20 0 -8.646e-011 UNPM OK 0.005 23.9 30 1779:173220 1779:259170 8.4 2865 0 0 +8.544e-011 OKCB OK 0.001 23.9 30 1779:173190 1779:259170 8.5 2866 0 0 -3.386e-011 NAPL OK 0.002 20.1 30 1779:173190 1779:259170 8.1 2413 448 0 -7.330e-011 FMYR OK 0.001 23.7 30 1779:173190 1779:259170 8.4 2843 23 0 -6.699e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords MCD6 Control Control 0.000 m 0.000 m 0.000 m 23.88 h Control WACH Adjusted OK 0.000 m 0.000 m 0.001 m 23.72 h Adjusted UNPM Adjusted OK 0.004 m 0.002 m 0.005 m 23.88 h Adjusted OKCB Adjusted OK 0.001 m 0.000 m 0.001 m 23.88 h Adjusted NAPL Adjusted OK 0.001 m 0.002 m 0.002 m 20.11 h Adjusted FMYR Adjusted OK 0.001 m 0.001 m 0.001 m 23.69 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude MCD6 N27°50'59.33764" W82°31'57.32010" -14.137 m N27°50'59.33764" W82°31'57.32010" -14.137 m WACH N27°30'51.06151" W81°52'56.63522" 9.131 m N27°30'51.04245" W81°52'56.61582" 10.845 m UNPM N20°52'06.60835" W86°52'05.42915" -0.487 m N20°52'06.59506" W86°52'05.40595" 1.409 m OKCB N27°15'57.73455" W80°51'19.19984" -15.359 m N27°15'57.71569" W80°51'19.18156" -13.656 m NAPL N26°08'55.12137" W81°46'34.64546" -19.082 m N26°08'55.10341" W81°46'34.62730" -17.362 m FMYR N26°35'27.52602" W81°51'50.99098" -14.888 m N26°35'27.50783" W81°51'50.97160" -13.198 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 02/18/14 Time : 02:07:16 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP

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FMYR 86399.0 1779:259200 1779:345599 0 0 0 241 4 1.0 5 12 1.4 5.5 ZEFR 86399.0 1779:259200 1779:345599 234 234 234 647 8 1.0 13 18 1.2 3.1 WACH 86399.0 1779:259200 1779:345599 0 0 0 169 4 1.0 5 12 1.5 6.3 NAPL 86399.0 1779:259200 1779:345599 3489 74 16 868 57 1.0 5 12 1.4 5.5 MTNT 86399.0 1779:259200 1779:345599 0 0 0 372 4 1.0 5 12 1.4 5.5 MCD6 86395.0 1779:259200 1779:345595 0 0 0 805 4 5.0 7 12 1.2 2.5 MCD5 86395.0 1779:259200 1779:345595 0 0 0 2086 4 5.0 7 12 1.2 2.5 KYW6 86395.0 1779:259200 1779:345595 0 0 0 623 4 5.0 7 12 1.2 2.5 KYW5 86395.0 1779:259200 1779:345595 0 0 0 585 4 5.0 7 12 1.2 2.5 BRTW 86399.0 1779:259200 1779:345599 198 198 198 553 8 1.0 10 18 1.3 5.6 BKVL 86399.0 1779:259200 1779:345599 416 208 208 2022 13 1.0 12 18 1.2 5.3 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.9 15 1779:259545 1779:345585 8.4 5736 0 0 -9.206e-011 ZEFR OK 0.003 23.7 15 1779:259545 1779:345585 8.5 5697 39 0 +3.358e-011 WACH OK 0.002 23.9 15 1779:259545 1779:345585 7.3 5736 0 0 -1.034e-010 NAPL OK 0.001 20.1 15 1779:259545 1779:345585 8.3 4821 913 0 +8.551e-011 MTNT OK 0.002 23.9 15 1779:259545 1779:345585 8.3 5736 0 0 -1.056e-010 MCD6 OK 0.002 23.9 15 1779:259545 1779:345585 8.4 5736 0 0 +5.551e-011 MCD5 OK 0.002 23.9 15 1779:259545 1779:345585 8.4 5736 0 0 +5.592e-011 KYW6 OK 0.003 23.9 15 1779:259545 1779:345585 8.4 5736 0 0 +3.533e-011 KYW5 OK 0.003 23.9 15 1779:259545 1779:345585 8.4 5736 0 0 +3.573e-011 BRTW OK 0.002 23.7 15 1779:259545 1779:345585 8.2 5699 37 0 -7.151e-011 BKVL OK 0.003 23.6 15 1779:259545 1779:345585 8.4 5661 75 0 -8.585e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.90 h Control ZEFR Adjusted OK 0.002 m 0.002 m 0.003 m 23.74 h Adjusted WACH Adjusted OK 0.001 m 0.002 m 0.002 m 23.90 h Adjusted

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NAPL Adjusted OK 0.001 m 0.000 m 0.001 m 20.09 h Adjusted MTNT Adjusted OK 0.001 m 0.001 m 0.002 m 23.90 h Adjusted MCD6 Adjusted OK 0.002 m 0.001 m 0.002 m 23.90 h Adjusted MCD5 Adjusted OK 0.002 m 0.002 m 0.002 m 23.90 h Adjusted KYW6 Adjusted OK 0.003 m 0.002 m 0.003 m 23.90 h Adjusted KYW5 Adjusted OK 0.003 m 0.002 m 0.003 m 23.90 h Adjusted BRTW Adjusted OK 0.002 m 0.002 m 0.002 m 23.75 h Adjusted BKVL Adjusted OK 0.002 m 0.002 m 0.003 m 23.59 h Adjusted ZMA1 Disabled Not Processed N/A N/A N/A 0.00 h Disabled XCTY Disabled Not Processed N/A N/A N/A 0.00 h Disabled PLTK Disabled Not Processed N/A N/A N/A 0.00 h Disabled PBCH Disabled Not Processed N/A N/A N/A 0.00 h Disabled ORMD Disabled Not Processed N/A N/A N/A 0.00 h Disabled OKCB Disabled Not Processed N/A N/A N/A 0.00 h Disabled LEES Disabled Not Processed N/A N/A N/A 0.00 h Disabled LAUD Disabled Not Processed N/A N/A N/A 0.00 h Disabled GNVL Disabled Not Processed N/A N/A N/A 0.00 h Disabled FLC6 Disabled Not Processed N/A N/A N/A 0.00 h Disabled FLC5 Disabled Not Processed N/A N/A N/A 0.00 h Disabled FLBN Disabled Not Processed N/A N/A N/A 0.00 h Disabled CN15 Disabled Not Processed N/A N/A N/A 0.00 h Disabled CCV6 Disabled Not Processed N/A N/A N/A 0.00 h Disabled CCV5 Disabled Not Processed N/A N/A N/A 0.00 h Disabled -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50797" W81°51'50.97203" -13.190 m N26°35'27.50797" W81°51'50.97203" -13.190 m ZEFR N28°13'39.34160" W82°09'52.69158" -1.518 m N28°13'39.32221" W82°09'52.67206" 0.179 m WACH N27°30'51.06151" W81°52'56.63522" 9.131 m N27°30'51.04259" W81°52'56.61629" 10.856 m NAPL N26°08'55.12137" W81°46'34.64546" -19.082 m N26°08'55.10344" W81°46'34.62774" -17.338 m MTNT N25°51'56.77847" W80°54'25.20416" -20.559 m N25°51'56.76099" W80°54'25.18618" -18.841 m MCD6 N27°50'59.35673" W82°31'57.34014" -15.777 m N27°50'59.33757" W82°31'57.32022" -14.132 m MCD5 N27°50'59.35767" W82°31'56.35548" -15.735 m N27°50'59.33859" W82°31'56.33556" -14.100 m KYW6 N24°34'56.30792" W81°39'10.06733" -13.676 m N24°34'56.29152" W81°39'10.04894" -12.007 m

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KYW5 N24°34'56.18094" W81°39'10.92170" -13.652 m N24°34'56.16452" W81°39'10.90343" -11.971 m BRTW N27°56'58.66123" W81°46'58.22019" 12.024 m N27°56'58.64230" W81°46'58.20086" 13.720 m BKVL N28°28'25.68858" W82°27'13.21434" -6.588 m N28°28'25.66889" W82°27'13.19438" -4.879 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 02/16/14 Time : 20:27:57 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1779:432000 1779:518399 0 0 0 258 4 1.0 5 12 1.4 30.6 ZEFR 86399.0 1779:432000 1779:518399 0 0 0 523 4 1.0 12 18 1.2 4.3 WACH 86399.0 1779:432000 1779:518399 0 0 0 167 4 1.0 5 12 1.5 30.6 OKCB 86399.0 1779:432000 1779:518399 0 0 0 562 4 1.0 8 18 1.2 3.5 MTNT 86399.0 1779:432000 1779:518399 16 16 16 333 4 1.0 5 12 1.4 30.6 BRTW 86399.0 1779:432000 1779:518399 0 0 0 461 4 1.0 10 18 1.4 34.0 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.9 15 1779:432345 1779:518385 8.1 5736 0 0 +2.241e-010 ZEFR OK 0.004 23.9 15 1779:432345 1779:518385 8.2 5736 0 0 -3.747e-011 WACH OK 0.002 23.9 15 1779:432345 1779:518385 7.1 5736 0 0 -2.980e-010 OKCB OK 0.020 23.9 15 1779:432345 1779:518385 8.2 5736 0 0 -3.873e-011 MTNT OK 0.002 23.9 15 1779:432345 1779:518385 8.1 5735 1 0 -1.987e-010 BRTW OK 0.003 23.9 15 1779:432345 1779:518385 7.9 5736 0 0 +1.004e-010 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.90 h Control ZEFR Adjusted OK 0.003 m 0.003 m 0.004 m 23.90 h Adjusted

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WACH Adjusted OK 0.002 m 0.000 m 0.002 m 23.90 h Adjusted OKCB Original OK 0.012 m 0.016 m 0.020 m 23.90 h Original MTNT Adjusted OK 0.002 m 0.001 m 0.002 m 23.90 h Adjusted BRTW Adjusted OK 0.002 m 0.002 m 0.003 m 23.90 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50797" W81°51'50.97203" -13.190 m N26°35'27.50797" W81°51'50.97203" -13.190 m ZEFR N28°13'39.34160" W82°09'52.69159" -1.518 m N28°13'39.32219" W82°09'52.67222" 0.172 m WACH N27°30'51.06151" W81°52'56.63522" 9.131 m N27°30'51.04251" W81°52'56.61627" 10.841 m OKCB N27°15'57.71558" W80°51'19.18166" -13.633 m N27°15'57.71582" W80°51'19.18203" -13.649 m MTNT N25°51'56.77847" W80°54'25.20416" -20.559 m N25°51'56.76107" W80°54'25.18629" -18.853 m BRTW N27°56'58.66123" W81°46'58.22019" 12.024 m N27°56'58.64231" W81°46'58.20142" 13.710 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 02/18/14 Time : 16:46:01 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1780: 0 1780: 86399 85 45 20 215 4 1.0 5 12 1.4 5.5 WACH 86399.0 1780: 0 1780: 86399 0 0 0 172 4 1.0 5 12 1.5 6.3 OKCB 86399.0 1780: 0 1780: 86399 0 0 0 581 4 1.0 13 18 1.2 3.0 NAPL 86399.0 1780: 0 1780: 86399 1663 70 17 474 16 1.0 3 12 1.4 1000.0 MTNT 86399.0 1780: 0 1780: 86399 0 0 0 323 4 1.0 5 12 1.4 5.5 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.8 15 1780: 345 1780: 86385 8.4 5710 21 0 -9.217e-011 WACH OK 0.009 23.8 15 1780: 345 1780: 86385 7.3 5710 0 0 -9.758e-011 OKCB OK 0.005 23.8 15 1780: 345 1780: 86385 8.5 5710 0 0 -4.127e-011

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NAPL OK 0.002 21.4 15 1780: 345 1780: 86385 8.3 5147 586 0 -1.080e-010 MTNT OK 0.006 23.8 15 1780: 345 1780: 86385 8.4 5710 0 0 -8.497e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.79 h Control WACH Adjusted OK 0.004 m 0.008 m 0.009 m 23.79 h Adjusted OKCB Adjusted OK 0.005 m 0.001 m 0.005 m 23.79 h Adjusted NAPL Adjusted OK 0.002 m 0.002 m 0.002 m 21.45 h Adjusted MTNT Adjusted OK 0.005 m 0.003 m 0.006 m 23.79 h Adjusted MCD6 Disabled Not Processed N/A N/A N/A 0.00 h Disabled -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50798" W81°51'50.97203" -13.190 m N26°35'27.50798" W81°51'50.97203" -13.190 m WACH N27°30'51.06151" W81°52'56.63522" 9.131 m N27°30'51.04258" W81°52'56.61629" 10.838 m OKCB N27°15'57.73455" W80°51'19.19985" -15.359 m N27°15'57.71587" W80°51'19.18198" -13.643 m NAPL N26°08'55.12137" W81°46'34.64546" -19.082 m N26°08'55.10353" W81°46'34.62742" -17.355 m MTNT N25°51'56.77847" W80°54'25.20417" -20.559 m N25°51'56.76111" W80°54'25.18617" -18.851 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 02/18/14 Time : 16:57:18 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1780: 0 1780: 86399 65 65 65 338 8 1.0 5 12 1.4 5.5 WACH 86399.0 1780: 0 1780: 86399 0 0 0 187 5 1.0 5 12 1.5 6.3 UNPM 86370.0 1780: 0 1780: 86370 0 0 0 4404 8 30.0 8 12 1.2 2.5 OKCB 86399.0 1780: 0 1780: 86399 0 0 0 717 4 1.0 13 18 1.2 3.0 NAPL 86399.0 1780: 0 1780: 86399 1654 85 32 675 16 1.0 3 12 1.4 1000.0 MTNT 86399.0 1780: 0 1780: 86399 0 0 0 427 4 1.0 6 12 1.4 5.5

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-------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.8 30 1780: 390 1780: 86370 8.4 2850 14 0 -7.507e-011 WACH OK 0.001 23.8 30 1780: 420 1780: 86370 7.3 2850 0 0 -9.344e-011 UNPM OK 0.005 23.8 30 1780: 420 1780: 86370 7.7 2850 11 0 -4.232e-011 OKCB OK 0.001 23.8 30 1780: 390 1780: 86370 8.5 2850 0 0 +2.656e-011 NAPL OK 0.000 21.3 30 1780: 390 1780: 86370 8.2 2559 305 0 -1.038e-010 MTNT OK 0.001 23.8 30 1780: 390 1780: 86370 8.3 2850 0 0 -8.039e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.75 h Control WACH Adjusted OK 0.001 m 0.001 m 0.001 m 23.75 h Adjusted UNPM Adjusted OK 0.005 m 0.001 m 0.005 m 23.75 h Adjusted OKCB Adjusted OK 0.001 m 0.000 m 0.001 m 23.75 h Adjusted NAPL Adjusted OK 0.000 m 0.000 m 0.000 m 21.33 h Adjusted MTNT Adjusted OK 0.001 m 0.000 m 0.001 m 23.75 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50798" W81°51'50.97203" -13.190 m N26°35'27.50798" W81°51'50.97203" -13.190 m WACH N27°30'51.06151" W81°52'56.63522" 9.131 m N27°30'51.04262" W81°52'56.61632" 10.841 m UNPM N20°52'06.60835" W86°52'05.42916" -0.487 m N20°52'06.59524" W86°52'05.40668" 1.424 m OKCB N27°15'57.73455" W80°51'19.19985" -15.359 m N27°15'57.71590" W80°51'19.18191" -13.650 m NAPL N26°08'55.12137" W81°46'34.64546" -19.082 m N26°08'55.10357" W81°46'34.62725" -17.367 m MTNT N25°51'56.77847" W80°54'25.20417" -20.559 m N25°51'56.76108" W80°54'25.18617" -18.862 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 02/18/14 Time : 15:16:25 -------------------------------------------------------------------------------- SmartBase Quality Check processing started

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-------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1779:432000 1779:518399 0 0 0 332 4 1.0 5 12 1.4 30.6 WACH 86399.0 1779:432000 1779:518399 0 0 0 203 5 1.0 5 12 1.5 30.6 UNPM 86370.0 1779:432000 1779:518370 0 0 0 4325 32 30.0 8 12 1.2 2.2 OKCB 86399.0 1779:432000 1779:518399 0 0 0 711 4 1.0 6 14 1.2 3.5 NAPL 86399.0 1779:432000 1779:518399 1631 79 31 551 16 1.0 4 12 1.4 30.6 MTNT 86399.0 1779:432000 1779:518399 31 31 31 459 4 1.0 5 12 1.4 30.6 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.9 30 1779:432390 1779:518370 8.1 2866 0 0 +2.247e-010 WACH OK 0.001 23.9 30 1779:432420 1779:518370 7.0 2865 0 0 -2.895e-010 UNPM OK 0.005 23.3 30 1779:432390 1779:518370 7.7 2793 65 0 -5.584e-011 OKCB OK 0.001 23.9 30 1779:432390 1779:518370 8.2 2866 0 0 -3.849e-011 NAPL OK 0.000 21.3 30 1779:432390 1779:518370 7.9 2557 306 0 -1.534e-010 MTNT OK 0.001 23.8 30 1779:432390 1779:518370 8.0 2854 11 0 -1.906e-010 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.88 h Control WACH Adjusted OK 0.001 m 0.000 m 0.001 m 23.88 h Adjusted UNPM Adjusted OK 0.004 m 0.002 m 0.005 m 23.28 h Adjusted OKCB Adjusted OK 0.001 m 0.000 m 0.001 m 23.88 h Adjusted NAPL Adjusted OK 0.000 m 0.000 m 0.000 m 21.31 h Adjusted MTNT Adjusted OK 0.001 m 0.001 m 0.001 m 23.78 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude

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FMYR N26°35'27.50797" W81°51'50.97203" -13.190 m N26°35'27.50797" W81°51'50.97203" -13.190 m WACH N27°30'51.06151" W81°52'56.63522" 9.131 m N27°30'51.04257" W81°52'56.61628" 10.841 m UNPM N20°52'06.60835" W86°52'05.42916" -0.487 m N20°52'06.59531" W86°52'05.40638" 1.418 m OKCB N27°15'57.73455" W80°51'19.19985" -15.359 m N27°15'57.71584" W80°51'19.18195" -13.651 m NAPL N26°08'55.12137" W81°46'34.64546" -19.082 m N26°08'55.10359" W81°46'34.62848" -17.348 m MTNT N25°51'56.77847" W80°54'25.20416" -20.559 m N25°51'56.76106" W80°54'25.18612" -18.860 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 02/19/14 Time : 12:07:35 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1779:432000 1779:518399 0 0 0 333 4 1.0 5 12 1.4 30.6 WACH 86399.0 1779:432000 1779:518399 0 0 0 203 5 1.0 5 12 1.5 30.6 UNPM 86370.0 1779:432000 1779:518370 0 0 0 4317 32 30.0 8 12 1.2 2.2 OKCB 86399.0 1779:432000 1779:518399 0 0 0 713 4 1.0 11 18 1.2 3.5 NAPL 86399.0 1779:432000 1779:518399 1631 79 31 556 16 1.0 4 12 1.4 30.6 MTNT 86399.0 1779:432000 1779:518399 31 31 31 458 4 1.0 5 12 1.4 30.6 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.9 30 1779:432390 1779:518370 8.1 2866 0 0 +2.247e-010 WACH OK 0.001 23.9 30 1779:432420 1779:518370 7.0 2865 0 0 -2.895e-010 UNPM OK 0.005 23.3 30 1779:432390 1779:518370 7.6 2793 65 0 -5.584e-011 OKCB OK 0.001 23.9 30 1779:432390 1779:518370 8.2 2866 0 0 -3.849e-011 NAPL OK 0.000 21.3 30 1779:432390 1779:518370 7.9 2557 306 0 -1.534e-010 MTNT OK 0.001 23.8 30 1779:432390 1779:518370 8.0 2854 11 0 -1.906e-010 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment --------------------------------------------------------------------------------

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Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.88 h Control WACH Adjusted OK 0.001 m 0.000 m 0.001 m 23.88 h Adjusted UNPM Adjusted OK 0.004 m 0.002 m 0.005 m 23.28 h Adjusted OKCB Adjusted OK 0.001 m 0.000 m 0.001 m 23.88 h Adjusted NAPL Adjusted OK 0.000 m 0.000 m 0.000 m 21.31 h Adjusted MTNT Adjusted OK 0.001 m 0.001 m 0.001 m 23.78 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50797" W81°51'50.97203" -13.190 m N26°35'27.50797" W81°51'50.97203" -13.190 m WACH N27°30'51.06151" W81°52'56.63522" 9.131 m N27°30'51.04257" W81°52'56.61627" 10.841 m UNPM N20°52'06.60835" W86°52'05.42916" -0.487 m N20°52'06.59531" W86°52'05.40637" 1.418 m OKCB N27°15'57.73455" W80°51'19.19985" -15.359 m N27°15'57.71584" W80°51'19.18195" -13.651 m NAPL N26°08'55.12137" W81°46'34.64546" -19.082 m N26°08'55.10359" W81°46'34.62848" -17.348 m MTNT N25°51'56.77847" W80°54'25.20416" -20.559 m N25°51'56.76106" W80°54'25.18612" -18.859 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 02/18/14 Time : 16:07:34 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1779:432000 1779:518399 0 0 0 258 4 1.0 5 12 1.4 30.6 WACH 86399.0 1779:432000 1779:518399 0 0 0 167 4 1.0 5 12 1.5 30.6 OKCB 86399.0 1779:432000 1779:518399 0 0 0 565 4 1.0 8 18 1.2 3.5 NAPL 86399.0 1779:432000 1779:518399 1696 67 16 441 12 1.0 4 12 1.4 30.6 MTNT 86399.0 1779:432000 1779:518399 16 16 16 333 4 1.0 5 12 1.4 30.6 MCD5 86395.0 1779:432000 1779:518395 70 70 70 2011 4 5.0 7 12 1.2 3.3 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max

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ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.9 15 1779:432345 1779:518385 8.1 5736 0 0 +2.245e-010 WACH OK 0.003 23.9 15 1779:432345 1779:518385 7.1 5736 0 0 -2.976e-010 OKCB OK 0.003 23.9 15 1779:432345 1779:518385 8.2 5736 0 0 -3.769e-011 NAPL OK 0.001 21.4 15 1779:432345 1779:518385 8.0 5144 592 0 -1.592e-010 MTNT OK 0.003 23.9 15 1779:432345 1779:518385 8.1 5735 1 0 -1.983e-010 MCD5 OK 0.004 23.8 15 1779:432345 1779:518385 8.2 5711 25 0 +3.272e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.90 h Control WACH Adjusted OK 0.002 m 0.001 m 0.003 m 23.90 h Adjusted OKCB Adjusted OK 0.003 m 0.001 m 0.003 m 23.90 h Adjusted NAPL Adjusted OK 0.001 m 0.001 m 0.001 m 21.43 h Adjusted MTNT Adjusted OK 0.003 m 0.001 m 0.003 m 23.90 h Adjusted MCD5 Adjusted OK 0.003 m 0.003 m 0.004 m 23.80 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50798" W81°51'50.97203" -13.190 m N26°35'27.50798" W81°51'50.97203" -13.190 m WACH N27°30'51.06151" W81°52'56.63522" 9.131 m N27°30'51.04257" W81°52'56.61627" 10.837 m OKCB N27°15'57.73455" W80°51'19.19985" -15.359 m N27°15'57.71586" W80°51'19.18198" -13.653 m NAPL N26°08'55.12137" W81°46'34.64546" -19.082 m N26°08'55.10355" W81°46'34.62941" -17.328 m MTNT N25°51'56.77847" W80°54'25.20416" -20.559 m N25°51'56.76105" W80°54'25.18622" -18.855 m MCD5 N27°50'59.35767" W82°31'56.35548" -15.735 m N27°50'59.33875" W82°31'56.33602" -14.119 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 02/18/14 Time : 15:40:54 -------------------------------------------------------------------------------- SmartBase Quality Check processing started QCND PROCESSING MESSAGE: (Warning) 1779 500775 FILTER-RESET at MCD6. -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max

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ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1779:432000 1779:518399 0 0 0 258 4 1.0 5 12 1.4 30.6 WACH 86399.0 1779:432000 1779:518399 0 0 0 167 4 1.0 5 12 1.5 30.6 OKCB 86399.0 1779:432000 1779:518399 0 0 0 564 4 1.0 8 18 1.2 3.5 NAPL 86399.0 1779:432000 1779:518399 1696 67 16 441 12 1.0 4 12 1.4 30.6 MTNT 86399.0 1779:432000 1779:518399 16 16 16 333 4 1.0 5 12 1.4 30.6 MCD6 86395.0 1779:432000 1779:518395 3105 3035 70 784 8 5.0 7 12 1.2 3.3 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.9 15 1779:432345 1779:518385 8.1 5736 0 0 +2.243e-010 WACH OK 0.003 23.9 15 1779:432345 1779:518385 7.1 5736 0 0 -2.978e-010 OKCB OK 0.003 23.9 15 1779:432345 1779:518385 8.2 5736 0 0 -3.792e-011 NAPL OK 0.001 21.4 15 1779:432345 1779:518385 8.0 5144 592 0 -1.594e-010 MTNT OK 0.003 23.9 15 1779:432345 1779:518385 8.1 5735 1 0 -1.985e-010 MCD6 OK 0.005 18.1 15 1779:432345 1779:497370 8.4 4335 226 1 +2.833e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.90 h Control WACH Adjusted OK 0.002 m 0.001 m 0.003 m 23.90 h Adjusted OKCB Adjusted OK 0.003 m 0.001 m 0.003 m 23.90 h Adjusted NAPL Adjusted OK 0.001 m 0.001 m 0.001 m 21.43 h Adjusted MTNT Adjusted OK 0.003 m 0.001 m 0.003 m 23.90 h Adjusted MCD6 Adjusted OK 0.004 m 0.003 m 0.005 m 18.06 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50798" W81°51'50.97203" -13.190 m N26°35'27.50798" W81°51'50.97203" -13.190 m WACH N27°30'51.06151" W81°52'56.63522" 9.131 m N27°30'51.04258" W81°52'56.61627" 10.836 m OKCB N27°15'57.73455" W80°51'19.19985" -15.359 m N27°15'57.71587" W80°51'19.18196" -13.653 m

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NAPL N26°08'55.12137" W81°46'34.64546" -19.082 m N26°08'55.10354" W81°46'34.62938" -17.328 m MTNT N25°51'56.77847" W80°54'25.20416" -20.559 m N25°51'56.76103" W80°54'25.18620" -18.854 m MCD6 N27°50'59.35673" W82°31'57.34014" -15.777 m N27°50'59.33774" W82°31'57.32060" -14.152 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 02/19/14 Time : 12:40:07 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1780: 86400 1780:172799 264 264 264 390 8 1.0 5 12 1.4 5.5 WACH 86399.0 1780: 86400 1780:172799 0 0 0 209 5 1.0 5 12 1.5 6.3 UNPM 86370.0 1780: 86400 1780:172770 0 0 0 2078 8 30.0 8 12 1.2 2.2 NAPL 86399.0 1780: 86400 1780:172799 1795 84 31 603 18 1.0 5 12 1.4 5.5 MCD6 86395.0 1780: 86400 1780:172795 0 0 0 928 4 5.0 7 12 1.2 2.5 KYW5 86395.0 1780: 86400 1780:172795 0 0 0 877 4 5.0 7 12 1.2 2.5 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.7 30 1780: 86790 1780:172770 8.3 2844 14 0 -1.068e-010 WACH OK 0.001 23.7 30 1780: 86820 1780:172770 7.3 2844 0 0 -9.329e-011 UNPM OK 0.004 23.7 30 1780: 86790 1780:172770 8.4 2844 12 0 -7.614e-011 NAPL OK 0.001 21.2 30 1780: 86790 1780:172770 8.2 2547 317 0 -8.111e-011 MCD6 OK 0.001 23.7 30 1780: 86790 1780:172770 8.4 2844 0 0 +3.225e-011 KYW5 OK 0.001 23.7 30 1780: 86790 1780:172770 8.5 2844 0 0 +5.640e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.70 h Control WACH Adjusted OK 0.001 m 0.000 m 0.001 m 23.70 h Adjusted

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UNPM Adjusted OK 0.004 m 0.001 m 0.004 m 23.70 h Adjusted NAPL Adjusted OK 0.000 m 0.001 m 0.001 m 21.23 h Adjusted MCD6 Adjusted OK 0.001 m 0.001 m 0.001 m 23.70 h Adjusted KYW5 Adjusted OK 0.001 m 0.001 m 0.001 m 23.70 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50798" W81°51'50.97203" -13.190 m N26°35'27.50798" W81°51'50.97203" -13.190 m WACH N27°30'51.06151" W81°52'56.63522" 9.131 m N27°30'51.04261" W81°52'56.61642" 10.859 m UNPM N20°52'06.60835" W86°52'05.42916" -0.487 m N20°52'06.59504" W86°52'05.40693" 1.425 m NAPL N26°08'55.12137" W81°46'34.64546" -19.082 m N26°08'55.10350" W81°46'34.62851" -17.340 m MCD6 N27°50'59.35673" W82°31'57.34015" -15.777 m N27°50'59.33779" W82°31'57.32061" -14.129 m KYW5 N24°34'56.18094" W81°39'10.92171" -13.652 m N24°34'56.16438" W81°39'10.90370" -11.988 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 02/18/14 Time : 19:08:22 -------------------------------------------------------------------------------- SmartBase Quality Check processing started QCND PROCESSING MESSAGE: (Warning) THREE days of precise ephemeris should be provided. -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1780: 86400 1780:172799 267 249 18 267 8 1.0 5 12 1.4 5.5 WACH 86399.0 1780: 86400 1780:172799 0 0 0 167 4 1.0 5 12 1.5 6.3 OKCB 86399.0 1780: 86400 1780:172799 0 0 0 612 4 1.0 13 18 1.2 2.7 MTNT 86399.0 1780: 86400 1780:172799 0 0 0 317 4 1.0 6 12 1.4 5.5 MCD6 86395.0 1780: 86400 1780:172795 0 0 0 775 4 5.0 7 12 1.2 2.5 KYW5 86395.0 1780: 86400 1780:172795 0 0 0 832 4 5.0 7 12 1.2 2.5 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.7 15 1780: 86745 1780:172785 8.4 5695 24 0 -1.018e-010

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WACH OK 0.002 23.7 15 1780: 86745 1780:172785 7.3 5695 0 0 -9.370e-011 OKCB OK 0.002 23.7 15 1780: 86745 1780:172785 8.5 5695 0 0 +3.495e-011 MTNT OK 0.002 23.7 15 1780: 86745 1780:172785 8.4 5695 0 0 -1.048e-010 MCD6 OK 0.003 23.7 15 1780: 86745 1780:172785 8.5 5695 0 0 +3.557e-011 KYW5 OK 0.004 23.7 15 1780: 86745 1780:172785 8.5 5695 0 0 +4.396e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.73 h Control WACH Adjusted OK 0.001 m 0.002 m 0.002 m 23.73 h Adjusted OKCB Adjusted OK 0.002 m 0.001 m 0.002 m 23.73 h Adjusted MTNT Adjusted OK 0.002 m 0.001 m 0.002 m 23.73 h Adjusted MCD6 Adjusted OK 0.002 m 0.002 m 0.003 m 23.73 h Adjusted KYW5 Adjusted OK 0.003 m 0.002 m 0.004 m 23.73 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50798" W81°51'50.97203" -13.190 m N26°35'27.50798" W81°51'50.97203" -13.190 m WACH N27°30'51.06151" W81°52'56.63522" 9.131 m N27°30'51.04256" W81°52'56.61641" 10.851 m OKCB N27°15'57.73455" W80°51'19.19985" -15.359 m N27°15'57.71585" W80°51'19.18211" -13.638 m MTNT N25°51'56.77847" W80°54'25.20417" -20.559 m N25°51'56.76105" W80°54'25.18641" -18.856 m MCD6 N27°50'59.35673" W82°31'57.34015" -15.777 m N27°50'59.33773" W82°31'57.32058" -14.128 m KYW5 N24°34'56.18094" W81°39'10.92171" -13.652 m N24°34'56.16454" W81°39'10.90372" -11.989 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 02/19/14 Time : 01:14:50 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1780: 0 1780: 86399 65 65 65 338 8 1.0 5 12 1.4 5.5 WACH 86399.0 1780: 0 1780: 86399 0 0 0 187 5 1.0 5 12 1.5 6.3

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UNPM 86370.0 1780: 0 1780: 86370 0 0 0 4396 7 30.0 8 12 1.2 2.5 OKCB 86399.0 1780: 0 1780: 86399 0 0 0 717 4 1.0 13 18 1.2 3.0 NAPL 86399.0 1780: 0 1780: 86399 1654 85 32 674 16 1.0 3 12 1.4 1000.0 MTNT 86399.0 1780: 0 1780: 86399 0 0 0 435 5 1.0 6 12 1.4 5.5 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.8 30 1780: 390 1780: 86370 8.4 2850 14 0 -7.507e-011 WACH OK 0.001 23.8 30 1780: 420 1780: 86370 7.3 2850 0 0 -9.344e-011 UNPM OK 0.005 23.8 30 1780: 390 1780: 86370 7.7 2850 11 0 -4.232e-011 OKCB OK 0.001 23.8 30 1780: 390 1780: 86370 8.5 2850 0 0 +2.656e-011 NAPL OK 0.000 21.3 30 1780: 390 1780: 86370 8.2 2559 305 0 -1.038e-010 MTNT OK 0.001 23.8 30 1780: 420 1780: 86370 8.3 2850 0 0 -8.038e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.75 h Control WACH Adjusted OK 0.001 m 0.001 m 0.001 m 23.75 h Adjusted UNPM Adjusted OK 0.005 m 0.002 m 0.005 m 23.75 h Adjusted OKCB Adjusted OK 0.001 m 0.000 m 0.001 m 23.75 h Adjusted NAPL Adjusted OK 0.000 m 0.000 m 0.000 m 21.33 h Adjusted MTNT Adjusted OK 0.001 m 0.000 m 0.001 m 23.75 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50797" W81°51'50.97203" -13.190 m N26°35'27.50797" W81°51'50.97203" -13.190 m WACH N27°30'51.06151" W81°52'56.63522" 9.131 m N27°30'51.04262" W81°52'56.61633" 10.841 m UNPM N20°52'06.60835" W86°52'05.42916" -0.487 m N20°52'06.59524" W86°52'05.40668" 1.425 m OKCB N27°15'57.73455" W80°51'19.19985" -15.359 m N27°15'57.71589" W80°51'19.18191" -13.650 m NAPL N26°08'55.12137" W81°46'34.64546" -19.082 m N26°08'55.10356" W81°46'34.62725" -17.367 m MTNT N25°51'56.77847" W80°54'25.20417" -20.559 m N25°51'56.76107" W80°54'25.18617" -18.862 m

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-------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 02/21/14 Time : 12:51:43 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1779:432000 1779:518399 0 0 0 258 4 1.0 5 12 1.4 30.6 MCD5 86395.0 1779:432000 1779:518395 70 70 70 2011 4 5.0 7 12 1.2 3.3 KYW5 86395.0 1779:432000 1779:518395 100 100 100 682 9 5.0 7 12 1.2 3.3 WACH 86399.0 1779:432000 1779:518399 0 0 0 167 4 1.0 5 12 1.5 30.6 OKCB 86399.0 1779:432000 1779:518399 0 0 0 564 4 1.0 6 14 1.2 3.5 NAPL 86399.0 1779:432000 1779:518399 1696 67 16 441 12 1.0 4 12 1.4 30.6 MTNT 86399.0 1779:432000 1779:518399 16 16 16 333 4 1.0 5 12 1.4 30.6 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.9 15 1779:432345 1779:518385 8.1 5736 0 0 +2.246e-010 MCD5 OK 0.003 23.8 15 1779:432345 1779:518385 8.2 5711 25 0 +3.244e-011 KYW5 OK 0.004 23.8 15 1779:432345 1779:518385 8.2 5705 31 0 +3.797e-011 WACH OK 0.002 23.9 15 1779:432345 1779:518385 7.1 5736 0 0 -2.975e-010 OKCB OK 0.002 23.9 15 1779:432345 1779:518385 8.2 5736 0 0 -3.780e-011 NAPL OK 0.001 21.4 15 1779:432345 1779:518385 8.0 5144 592 0 -1.591e-010 MTNT OK 0.002 23.9 15 1779:432345 1779:518385 8.1 5735 1 0 -1.982e-010 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.90 h Control MCD5 Adjusted OK 0.002 m 0.002 m 0.003 m 23.80 h Adjusted KYW5 Adjusted OK 0.003 m 0.003 m 0.004 m 23.77 h Adjusted

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WACH Adjusted OK 0.002 m 0.001 m 0.002 m 23.90 h Adjusted OKCB Adjusted OK 0.002 m 0.001 m 0.002 m 23.90 h Adjusted NAPL Adjusted OK 0.001 m 0.000 m 0.001 m 21.43 h Adjusted MTNT Adjusted OK 0.002 m 0.001 m 0.002 m 23.90 h Adjusted UNPM Disabled Not Processed N/A N/A N/A 0.00 h Disabled -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50798" W81°51'50.97203" -13.190 m N26°35'27.50798" W81°51'50.97203" -13.190 m MCD5 N27°50'59.35767" W82°31'56.35548" -15.735 m N27°50'59.33878" W82°31'56.33602" -14.118 m KYW5 N24°34'56.18094" W81°39'10.92171" -13.652 m N24°34'56.16449" W81°39'10.90359" -11.995 m WACH N27°30'51.06151" W81°52'56.63522" 9.131 m N27°30'51.04258" W81°52'56.61627" 10.837 m OKCB N27°15'57.73455" W80°51'19.19985" -15.359 m N27°15'57.71587" W80°51'19.18196" -13.653 m NAPL N26°08'55.12137" W81°46'34.64546" -19.082 m N26°08'55.10353" W81°46'34.62941" -17.328 m MTNT N25°51'56.77847" W80°54'25.20416" -20.559 m N25°51'56.76103" W80°54'25.18620" -18.858 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 02/21/14 Time : 13:49:05 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1779:432000 1779:518399 0 0 0 258 4 1.0 5 12 1.4 30.6 MCD5 86395.0 1779:432000 1779:518395 70 70 70 2012 4 5.0 7 12 1.2 3.3 KYW5 86395.0 1779:432000 1779:518395 100 100 100 682 9 5.0 7 12 1.2 3.3 WACH 86399.0 1779:432000 1779:518399 0 0 0 167 4 1.0 5 12 1.5 30.6 OKCB 86399.0 1779:432000 1779:518399 0 0 0 564 4 1.0 8 18 1.2 3.5 NAPL 86399.0 1779:432000 1779:518399 1696 67 16 441 12 1.0 4 12 1.4 30.6 MTNT 86399.0 1779:432000 1779:518399 16 16 16 333 4 1.0 5 12 1.4 30.6 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max

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ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.9 15 1779:432345 1779:518385 8.1 5736 0 0 +2.246e-010 MCD5 OK 0.003 23.8 15 1779:432345 1779:518385 8.2 5711 25 0 +3.244e-011 KYW5 OK 0.004 23.8 15 1779:432345 1779:518385 8.2 5705 31 0 +3.797e-011 WACH OK 0.002 23.9 15 1779:432345 1779:518385 7.1 5736 0 0 -2.975e-010 OKCB OK 0.002 23.9 15 1779:432345 1779:518385 8.2 5736 0 0 -3.780e-011 NAPL OK 0.001 21.4 15 1779:432345 1779:518385 8.0 5144 592 0 -1.591e-010 MTNT OK 0.002 23.9 15 1779:432345 1779:518385 8.1 5735 1 0 -1.982e-010 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.90 h Control MCD5 Adjusted OK 0.002 m 0.002 m 0.003 m 23.80 h Adjusted KYW5 Adjusted OK 0.003 m 0.003 m 0.004 m 23.77 h Adjusted WACH Adjusted OK 0.002 m 0.001 m 0.002 m 23.90 h Adjusted OKCB Adjusted OK 0.002 m 0.001 m 0.002 m 23.90 h Adjusted NAPL Adjusted OK 0.001 m 0.000 m 0.001 m 21.43 h Adjusted MTNT Adjusted OK 0.002 m 0.001 m 0.002 m 23.90 h Adjusted UNPM Disabled Not Processed N/A N/A N/A 0.00 h Disabled -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50797" W81°51'50.97203" -13.190 m N26°35'27.50797" W81°51'50.97203" -13.190 m MCD5 N27°50'59.35767" W82°31'56.35548" -15.735 m N27°50'59.33877" W82°31'56.33602" -14.118 m KYW5 N24°34'56.18094" W81°39'10.92171" -13.652 m N24°34'56.16448" W81°39'10.90359" -11.995 m WACH N27°30'51.06151" W81°52'56.63522" 9.131 m N27°30'51.04258" W81°52'56.61627" 10.837 m OKCB N27°15'57.73455" W80°51'19.19985" -15.359 m N27°15'57.71587" W80°51'19.18197" -13.653 m NAPL N26°08'55.12137" W81°46'34.64546" -19.082 m N26°08'55.10353" W81°46'34.62942" -17.328 m MTNT N25°51'56.77847" W80°54'25.20416" -20.559 m N25°51'56.76102" W80°54'25.18620" -18.858 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 02/26/14 Time : 07:46:55 -------------------------------------------------------------------------------- SmartBase Quality Check processing started QCND PROCESSING MESSAGE: (Warning) 1780 256230 FILTER-RESET at MTNT.

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-------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1780:172800 1780:259199 830 70 8 431 12 1.0 4 12 1.4 6.5 ZMA1 86399.0 1780:172800 1780:259199 0 0 0 3006 4 1.0 8 14 1.1 2.2 UNPM 86370.0 1780:172800 1780:259170 0 0 0 3363 9 30.0 8 12 1.2 2.2 OKCB 86399.0 1780:172800 1780:259199 107 76 31 790 4 1.0 13 18 1.2 2.7 NAPL 86399.0 1780:172800 1780:259199 2099 90 30 642 20 1.0 4 12 1.4 6.5 MTNT 86399.0 1780:172800 1780:259199 1305 79 8 546 16 1.0 4 12 1.4 6.4 BRTW 86399.0 1780:172800 1780:259199 110 70 40 573 4 1.0 10 18 1.4 5.5 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 22.6 30 1780:173190 1780:259170 8.3 2718 105 0 -1.028e-010 ZMA1 OK 0.001 22.6 30 1780:173190 1780:259170 8.7 2718 0 0 -1.643e-011 UNPM OK 0.005 22.6 30 1780:173190 1780:259170 8.2 2718 13 0 -5.070e-011 OKCB OK 0.001 22.6 30 1780:173190 1780:259170 8.7 2718 1 0 -3.843e-011 NAPL OK 0.000 20.9 30 1780:173190 1780:259170 8.1 2514 325 0 +8.714e-011 MTNT OK 0.001 21.4 30 1780:173190 1780:254070 8.5 2573 59 1 -1.088e-010 BRTW OK 0.001 22.6 30 1780:173190 1780:259170 8.3 2718 1 0 -8.831e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 22.65 h Control ZMA1 Adjusted OK 0.001 m 0.000 m 0.001 m 22.65 h Adjusted UNPM Adjusted OK 0.005 m 0.002 m 0.005 m 22.65 h Adjusted OKCB Adjusted OK 0.001 m 0.000 m 0.001 m 22.65 h Adjusted NAPL Adjusted OK 0.000 m 0.000 m 0.000 m 20.95 h Adjusted MTNT Adjusted OK 0.001 m 0.001 m 0.001 m 21.44 h Adjusted BRTW Adjusted OK 0.001 m 0.001 m 0.001 m 22.65 h Adjusted

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-------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50798" W81°51'50.97203" -13.190 m N26°35'27.50798" W81°51'50.97203" -13.190 m ZMA1 N25°49'28.60321" W80°19'09.08317" -8.045 m N25°49'28.58563" W80°19'09.06610" -5.989 m UNPM N20°52'06.60835" W86°52'05.42916" -0.487 m N20°52'06.59547" W86°52'05.40626" 1.422 m OKCB N27°15'57.73455" W80°51'19.19985" -15.359 m N27°15'57.71584" W80°51'19.18184" -13.642 m NAPL N26°08'55.12137" W81°46'34.64546" -19.082 m N26°08'55.10349" W81°46'34.62849" -17.337 m MTNT N25°51'56.77847" W80°54'25.20417" -20.559 m N25°51'56.76104" W80°54'25.18637" -18.856 m BRTW N27°56'58.66123" W81°46'58.22020" 12.024 m N27°56'58.64241" W81°46'58.20140" 13.718 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 03/04/14 Time : 13:33:32 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1781:518400 1781:604799 27 27 27 237 4 1.0 10 18 1.4 5.2 WACH 86399.0 1781:518400 1781:604799 0 0 0 326 4 1.0 11 18 1.4 6.2 OKCB 86399.0 1781:518400 1781:604799 0 0 0 834 4 1.0 13 18 1.2 2.7 NAPL 86399.0 1781:518400 1781:604799 21 21 21 442 4 1.0 10 18 1.4 7.6 MTNT 86399.0 1781:518400 1781:604799 0 0 0 377 4 1.0 11 18 1.4 5.2 BVHS 86385.0 1781:518400 1781:604785 0 0 0 355 4 15.0 13 18 1.2 2.6 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.9 15 1781:518745 1781:604785 8.2 5735 0 0 -3.440e-011 WACH OK 0.001 23.9 15 1781:518745 1781:604785 8.0 5735 0 0 +6.371e-011 OKCB OK 0.001 23.9 15 1781:518745 1781:604785 8.2 5735 0 0 +3.238e-011 NAPL OK 0.001 23.9 15 1781:518745 1781:604785 8.1 5735 0 0 +3.749e-011 MTNT OK 0.001 23.9 15 1781:518745 1781:604785 8.1 5735 1 0 +2.511e-009

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BVHS OK 0.004 23.9 15 1781:518745 1781:604785 8.3 5735 0 0 +2.537e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.90 h Control WACH Adjusted OK 0.001 m 0.000 m 0.001 m 23.90 h Adjusted OKCB Adjusted OK 0.001 m 0.000 m 0.001 m 23.90 h Adjusted NAPL Adjusted OK 0.000 m 0.000 m 0.001 m 23.90 h Adjusted MTNT Adjusted OK 0.001 m 0.000 m 0.001 m 23.90 h Adjusted BVHS Adjusted OK 0.004 m 0.001 m 0.004 m 23.90 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50798" W81°51'50.97203" -13.190 m N26°35'27.50798" W81°51'50.97203" -13.190 m WACH N27°30'51.06151" W81°52'56.63524" 9.130 m N27°30'51.04274" W81°52'56.61628" 10.822 m OKCB N27°15'57.73455" W80°51'19.19986" -15.359 m N27°15'57.71595" W80°51'19.18187" -13.723 m NAPL N26°08'55.12137" W81°46'34.64548" -19.083 m N26°08'55.10355" W81°46'34.62904" -17.319 m MTNT N25°51'56.77847" W80°54'25.20418" -20.559 m N25°51'56.76105" W80°54'25.18645" -18.850 m BVHS N29°20'12.50772" W89°24'23.03801" -15.778 m N29°20'12.48883" W89°24'23.01200" -14.212 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 03/04/14 Time : 13:44:19 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1782: 0 1782: 86399 0 0 0 385 4 1.0 11 18 1.4 5.2 WACH 86399.0 1782: 0 1782: 86399 0 0 0 571 12 1.0 11 18 1.4 6.2 UNPM 86370.0 1782: 0 1782: 86370 0 0 0 3368 26 30.0 8 12 1.2 2.2 OKCB 86399.0 1782: 0 1782: 86399 0 0 0 968 4 1.0 13 18 1.2 2.7 NAPL 86399.0 1782: 0 1782: 86399 0 0 0 603 5 1.0 10 18 1.4 8.3 MTNT 86399.0 1782: 0 1782: 86399 0 0 0 560 4 1.0 11 18 1.4 5.2

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-------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.9 30 1782: 390 1782: 86370 8.1 2866 0 0 -3.603e-011 WACH OK 0.003 23.7 30 1782: 390 1782: 86370 7.9 2848 16 0 +5.449e-011 UNPM OK 0.006 23.4 30 1782: 450 1782: 86370 7.9 2804 52 0 +1.116e-010 OKCB OK 0.001 23.9 30 1782: 390 1782: 86370 8.2 2866 0 0 +2.625e-011 NAPL OK 0.001 23.9 30 1782: 420 1782: 86370 8.0 2865 0 0 -3.361e-011 MTNT OK 0.001 23.9 30 1782: 390 1782: 86370 8.0 2866 0 0 -5.515e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.88 h Control WACH Adjusted OK 0.002 m 0.002 m 0.003 m 23.73 h Adjusted UNPM Adjusted OK 0.006 m 0.001 m 0.006 m 23.37 h Adjusted OKCB Adjusted OK 0.001 m 0.001 m 0.001 m 23.88 h Adjusted NAPL Adjusted OK 0.001 m 0.000 m 0.001 m 23.88 h Adjusted MTNT Adjusted OK 0.000 m 0.000 m 0.001 m 23.88 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50798" W81°51'50.97203" -13.190 m N26°35'27.50798" W81°51'50.97203" -13.190 m WACH N27°30'51.06151" W81°52'56.63524" 9.130 m N27°30'51.04265" W81°52'56.61607" 10.831 m UNPM N20°52'06.60835" W86°52'05.42917" -0.487 m N20°52'06.59553" W86°52'05.40642" 1.379 m OKCB N27°15'57.73455" W80°51'19.19986" -15.359 m N27°15'57.71585" W80°51'19.18188" -13.724 m NAPL N26°08'55.12137" W81°46'34.64548" -19.083 m N26°08'55.10352" W81°46'34.62913" -17.297 m MTNT N25°51'56.77847" W80°54'25.20418" -20.559 m N25°51'56.76108" W80°54'25.18614" -18.849 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 03/04/14 Time : 14:50:07 -------------------------------------------------------------------------------- SmartBase Quality Check processing started

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-------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1781:518400 1781:604799 42 42 42 345 4 1.0 10 18 1.4 5.2 WACH 86399.0 1781:518400 1781:604799 0 0 0 423 5 1.0 11 18 1.4 6.2 UNPM 86370.0 1781:518400 1781:604770 0 0 0 2356 17 30.0 8 12 1.2 2.5 NAPL 86399.0 1781:518400 1781:604799 36 36 36 505 4 1.0 10 18 1.4 7.4 MCD5 86395.0 1781:518400 1781:604795 0 0 0 2006 9 5.0 7 12 1.2 2.6 BRTW 86399.0 1781:518400 1781:604799 0 0 0 603 4 1.0 11 18 1.4 5.3 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.8 30 1781:518790 1781:604770 8.1 2854 10 0 -3.406e-011 WACH OK 0.001 23.8 30 1781:518820 1781:604770 7.9 2854 0 0 +5.570e-011 UNPM OK 0.004 23.6 30 1781:518790 1781:604770 8.1 2831 31 0 +1.019e-010 NAPL OK 0.000 23.8 30 1781:518790 1781:604770 8.0 2854 10 0 +3.784e-011 MCD5 OK 0.001 23.8 30 1781:518820 1781:604770 8.1 2851 12 0 +4.716e-011 BRTW OK 0.001 23.8 30 1781:518790 1781:604770 7.8 2854 0 0 +5.482e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.78 h Control WACH Adjusted OK 0.000 m 0.001 m 0.001 m 23.78 h Adjusted UNPM Adjusted OK 0.004 m 0.001 m 0.004 m 23.59 h Adjusted NAPL Adjusted OK 0.000 m 0.000 m 0.000 m 23.78 h Adjusted MCD5 Adjusted OK 0.001 m 0.000 m 0.001 m 23.76 h Adjusted BRTW Adjusted OK 0.001 m 0.001 m 0.001 m 23.78 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude

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FMYR N26°35'27.50798" W81°51'50.97203" -13.190 m N26°35'27.50798" W81°51'50.97203" -13.190 m WACH N27°30'51.06151" W81°52'56.63524" 9.130 m N27°30'51.04271" W81°52'56.61620" 10.824 m UNPM N20°52'06.60835" W86°52'05.42917" -0.487 m N20°52'06.59525" W86°52'05.40688" 1.363 m NAPL N26°08'55.12137" W81°46'34.64548" -19.083 m N26°08'55.10359" W81°46'34.62919" -17.314 m MCD5 N27°50'59.35767" W82°31'56.35550" -15.735 m N27°50'59.33882" W82°31'56.33596" -14.179 m BRTW N27°56'58.66122" W81°46'58.22021" 12.023 m N27°56'58.64243" W81°46'58.20161" 13.633 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 03/04/14 Time : 15:46:57 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1782: 0 1782: 86399 0 0 0 385 4 1.0 11 18 1.4 5.2 WACH 86399.0 1782: 0 1782: 86399 0 0 0 571 12 1.0 11 18 1.4 6.2 UNPM 86370.0 1782: 0 1782: 86370 0 0 0 3368 26 30.0 8 12 1.2 2.2 OKCB 86399.0 1782: 0 1782: 86399 0 0 0 968 4 1.0 13 18 1.2 2.7 NAPL 86399.0 1782: 0 1782: 86399 0 0 0 603 5 1.0 10 18 1.4 8.3 MTNT 86399.0 1782: 0 1782: 86399 0 0 0 560 4 1.0 11 18 1.4 5.2 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.9 30 1782: 390 1782: 86370 8.1 2866 0 0 -3.603e-011 WACH OK 0.003 23.7 30 1782: 390 1782: 86370 7.9 2848 16 0 +5.449e-011 UNPM OK 0.006 23.4 30 1782: 450 1782: 86370 7.9 2804 52 0 +1.116e-010 OKCB OK 0.001 23.9 30 1782: 390 1782: 86370 8.2 2866 0 0 +2.625e-011 NAPL OK 0.001 23.9 30 1782: 420 1782: 86370 8.0 2865 0 0 -3.361e-011 MTNT OK 0.001 23.9 30 1782: 390 1782: 86370 8.0 2866 0 0 -5.515e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment --------------------------------------------------------------------------------

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Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.88 h Control WACH Adjusted OK 0.002 m 0.002 m 0.003 m 23.73 h Adjusted UNPM Adjusted OK 0.006 m 0.001 m 0.006 m 23.37 h Adjusted OKCB Adjusted OK 0.001 m 0.001 m 0.001 m 23.88 h Adjusted NAPL Adjusted OK 0.001 m 0.000 m 0.001 m 23.88 h Adjusted MTNT Adjusted OK 0.000 m 0.000 m 0.001 m 23.88 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50798" W81°51'50.97203" -13.190 m N26°35'27.50798" W81°51'50.97203" -13.190 m WACH N27°30'51.06151" W81°52'56.63524" 9.130 m N27°30'51.04265" W81°52'56.61607" 10.831 m UNPM N20°52'06.60835" W86°52'05.42917" -0.487 m N20°52'06.59553" W86°52'05.40642" 1.379 m OKCB N27°15'57.73455" W80°51'19.19986" -15.359 m N27°15'57.71585" W80°51'19.18188" -13.724 m NAPL N26°08'55.12137" W81°46'34.64548" -19.083 m N26°08'55.10352" W81°46'34.62913" -17.297 m MTNT N25°51'56.77847" W80°54'25.20418" -20.559 m N25°51'56.76108" W80°54'25.18614" -18.849 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 03/13/14 Time : 13:26:04 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1782: 86400 1782:172799 44 44 44 365 5 1.0 11 18 1.4 5.2 WACH 86399.0 1782: 86400 1782:172799 43 43 43 499 4 1.0 11 18 1.4 6.2 UNPM 86370.0 1782: 86400 1782:172770 0 0 0 3299 8 30.0 8 12 1.2 2.2 OKCB 86399.0 1782: 86400 1782:172799 91 46 45 980 4 1.0 13 18 1.2 2.7 NAPL 86399.0 1782: 86400 1782:172799 44 44 44 489 4 1.0 10 18 1.4 7.7 MTNT 86399.0 1782: 86400 1782:172799 45 45 45 489 4 1.0 11 18 1.4 5.2 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max

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ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.8 30 1782: 86820 1782:172770 8.1 2853 0 0 +4.733e-011 WACH OK 0.001 23.8 30 1782: 86820 1782:172770 7.9 2853 0 0 +5.794e-011 UNPM OK 0.006 23.7 30 1782: 86820 1782:172770 7.8 2840 12 0 +8.826e-011 OKCB OK 0.001 23.7 30 1782: 86820 1782:172770 8.2 2842 11 0 -3.468e-011 NAPL OK 0.000 23.8 30 1782: 86820 1782:172770 8.0 2853 0 0 +4.745e-011 MTNT OK 0.001 23.8 30 1782: 86820 1782:172770 8.1 2853 0 0 +4.781e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.78 h Control WACH Adjusted OK 0.001 m 0.001 m 0.001 m 23.78 h Adjusted UNPM Adjusted OK 0.005 m 0.001 m 0.006 m 23.67 h Adjusted OKCB Adjusted OK 0.001 m 0.000 m 0.001 m 23.68 h Adjusted NAPL Adjusted OK 0.000 m 0.000 m 0.000 m 23.78 h Adjusted MTNT Adjusted OK 0.001 m 0.001 m 0.001 m 23.78 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50798" W81°51'50.97203" -13.190 m N26°35'27.50798" W81°51'50.97203" -13.190 m WACH N27°30'51.06151" W81°52'56.63524" 9.130 m N27°30'51.04266" W81°52'56.61605" 10.833 m UNPM N20°52'06.60835" W86°52'05.42917" -0.487 m N20°52'06.59567" W86°52'05.40623" 1.104 m OKCB N27°15'57.73455" W80°51'19.19987" -15.359 m N27°15'57.71590" W80°51'19.18164" -13.719 m NAPL N26°08'55.12137" W81°46'34.64548" -19.083 m N26°08'55.10357" W81°46'34.62921" -17.301 m MTNT N25°51'56.77847" W80°54'25.20418" -20.559 m N25°51'56.76106" W80°54'25.18608" -18.839 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 03/13/14 Time : 14:01:19 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP

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FMYR 86399.0 1782:518400 1782:604799 0 0 0 216 4 1.0 11 18 1.4 5.1 WACH 86399.0 1782:518400 1782:604799 0 0 0 310 4 1.0 10 18 1.4 6.2 OKCB 86399.0 1782:518400 1782:604799 0 0 0 781 4 1.0 13 18 1.2 2.7 NAPL 86399.0 1782:518400 1782:604799 0 0 0 370 4 1.0 10 18 1.4 8.2 MTNT 86399.0 1782:518400 1782:604799 0 0 0 346 4 1.0 11 18 1.4 5.2 MCD5 86395.0 1782:518400 1782:604795 0 0 0 2114 4 5.0 7 12 1.2 2.6 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.9 15 1782:518745 1782:604785 8.2 5736 0 0 +3.101e-011 WACH OK 0.003 23.9 15 1782:518745 1782:604785 8.0 5736 0 0 +7.370e-011 OKCB OK 0.003 23.9 15 1782:518745 1782:604785 8.2 5736 0 0 -3.834e-011 NAPL OK 0.001 23.9 15 1782:518745 1782:604785 8.1 5736 0 0 +5.986e-011 MTNT OK 0.003 23.9 15 1782:518745 1782:604785 8.2 5736 0 0 +5.234e-011 MCD5 OK 0.004 23.9 15 1782:518745 1782:604785 8.2 5736 0 0 -5.464e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.90 h Control WACH Adjusted OK 0.002 m 0.002 m 0.003 m 23.90 h Adjusted OKCB Adjusted OK 0.003 m 0.001 m 0.003 m 23.90 h Adjusted NAPL Adjusted OK 0.001 m 0.001 m 0.001 m 23.90 h Adjusted MTNT Adjusted OK 0.003 m 0.001 m 0.003 m 23.90 h Adjusted MCD5 Adjusted OK 0.003 m 0.002 m 0.004 m 23.90 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50798" W81°51'50.97203" -13.190 m N26°35'27.50798" W81°51'50.97203" -13.190 m WACH N27°30'51.06151" W81°52'56.63524" 9.130 m N27°30'51.04273" W81°52'56.61631" 10.829 m OKCB N27°15'57.73455" W80°51'19.19987" -15.359 m N27°15'57.71599" W80°51'19.18184" -13.648 m NAPL N26°08'55.12137" W81°46'34.64548" -19.083 m N26°08'55.10357" W81°46'34.62894" -17.306 m

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MTNT N25°51'56.77847" W80°54'25.20419" -20.559 m N25°51'56.76105" W80°54'25.18624" -18.839 m MCD5 N27°50'59.35767" W82°31'56.35551" -15.735 m N27°50'59.33894" W82°31'56.33592" -14.113 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 03/14/14 Time : 09:22:41 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP WACH 86399.0 1782: 86400 1782:172799 28 28 28 383 8 1.0 11 18 1.4 6.2 ZEFR 86399.0 1782: 86400 1782:172799 30 30 30 793 4 1.0 12 18 1.2 4.1 OKCB 86399.0 1782: 86400 1782:172799 61 31 30 915 9 1.0 13 18 1.2 2.7 MCD6 86395.0 1782: 86400 1782:172795 0 0 0 1049 4 5.0 7 12 1.2 2.6 FMYR 86399.0 1782: 86400 1782:172799 29 29 29 288 5 1.0 11 18 1.4 5.2 BRTW 86399.0 1782: 86400 1782:172799 0 0 0 559 4 1.0 11 18 1.3 5.3 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk WACH CONTROL 0.000 23.8 15 1782: 86745 1782:172785 8.0 5711 22 0 +5.534e-011 ZEFR OK 0.003 23.8 15 1782: 86745 1782:172785 8.2 5711 0 0 +3.489e-011 OKCB OK 0.003 23.8 15 1782: 86745 1782:172785 8.2 5708 27 0 +3.143e-011 MCD6 OK 0.002 23.8 15 1782: 86745 1782:172785 8.2 5711 0 0 -4.804e-011 FMYR OK 0.003 23.8 15 1782: 86760 1782:172785 8.2 5711 0 0 +4.071e-011 BRTW OK 0.002 23.8 15 1782: 86745 1782:172785 7.9 5711 0 0 +7.676e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords WACH Control Control 0.000 m 0.000 m 0.000 m 23.80 h Control ZEFR Adjusted OK 0.002 m 0.002 m 0.003 m 23.80 h Adjusted OKCB Adjusted OK 0.003 m 0.001 m 0.003 m 23.78 h Adjusted

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MCD6 Adjusted OK 0.002 m 0.002 m 0.002 m 23.80 h Adjusted FMYR Adjusted OK 0.003 m 0.001 m 0.003 m 23.80 h Adjusted BRTW Adjusted OK 0.001 m 0.001 m 0.002 m 23.80 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude WACH N27°30'51.04264" W81°52'56.61586" 10.808 m N27°30'51.04264" W81°52'56.61586" 10.808 m ZEFR N28°13'39.34160" W82°09'52.69161" -1.518 m N28°13'39.32230" W82°09'52.67176" 0.082 m OKCB N27°15'57.73455" W80°51'19.19987" -15.359 m N27°15'57.71584" W80°51'19.18141" -13.742 m MCD6 N27°50'59.35673" W82°31'57.34016" -15.777 m N27°50'59.33776" W82°31'57.31988" -14.228 m FMYR N26°35'27.52602" W81°51'50.99100" -14.888 m N26°35'27.50787" W81°51'50.97184" -13.226 m BRTW N27°56'58.66122" W81°46'58.22021" 12.023 m N27°56'58.64234" W81°46'58.20096" 13.621 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 03/11/14 Time : 22:56:41 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP FMYR 86399.0 1783: 0 1783: 86399 0 0 0 197 4 1.0 10 18 1.4 5.1 MTNT 86399.0 1783: 0 1783: 86399 0 0 0 273 4 1.0 11 18 1.4 5.2 ZEFR 86399.0 1783: 0 1783: 86399 0 0 0 569 4 1.0 12 18 1.2 2.8 WACH 86399.0 1783: 0 1783: 86399 0 0 0 351 4 1.0 11 18 1.4 6.2 OKCB 86399.0 1783: 0 1783: 86399 0 0 0 588 4 1.0 13 18 1.2 2.7 MCD5 86395.0 1783: 0 1783: 86395 0 0 0 2032 4 5.0 7 12 1.2 2.6 BRTW 86399.0 1783: 0 1783: 86399 0 0 0 530 4 1.0 11 18 1.4 5.2 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.9 15 1783: 345 1783: 86385 8.2 5736 0 0 -5.002e-011 MTNT OK 0.003 23.9 15 1783: 345 1783: 86385 8.2 5736 0 0 -4.438e-011

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ZEFR OK 0.005 23.9 15 1783: 345 1783: 86385 8.2 5736 0 0 -3.501e-011 WACH OK 0.003 23.9 15 1783: 345 1783: 86385 8.0 5736 0 0 +5.397e-011 OKCB OK 0.003 23.9 15 1783: 345 1783: 86385 8.2 5736 0 0 +4.186e-011 MCD5 OK 0.004 23.9 15 1783: 345 1783: 86385 8.2 5736 0 0 -3.070e-011 BRTW OK 0.004 23.9 15 1783: 345 1783: 86385 7.9 5736 0 0 +5.548e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.90 h Control MTNT Adjusted OK 0.003 m 0.001 m 0.003 m 23.90 h Adjusted ZEFR Adjusted OK 0.004 m 0.003 m 0.005 m 23.90 h Adjusted WACH Adjusted OK 0.002 m 0.001 m 0.003 m 23.90 h Adjusted OKCB Adjusted OK 0.003 m 0.001 m 0.003 m 23.90 h Adjusted MCD5 Adjusted OK 0.003 m 0.002 m 0.004 m 23.90 h Adjusted BRTW Adjusted OK 0.003 m 0.002 m 0.004 m 23.90 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50797" W81°51'50.97203" -13.190 m N26°35'27.50797" W81°51'50.97203" -13.190 m MTNT N25°51'56.77847" W80°54'25.20419" -20.559 m N25°51'56.76108" W80°54'25.18608" -18.846 m ZEFR N28°13'39.34160" W82°09'52.69161" -1.518 m N28°13'39.32239" W82°09'52.67211" 0.171 m WACH N27°30'51.06151" W81°52'56.63524" 9.130 m N27°30'51.04270" W81°52'56.61622" 10.834 m OKCB N27°15'57.73455" W80°51'19.19987" -15.359 m N27°15'57.71592" W80°51'19.18188" -13.651 m MCD5 N27°50'59.35767" W82°31'56.35551" -15.735 m N27°50'59.33890" W82°31'56.33578" -14.105 m BRTW N27°56'58.66122" W81°46'58.22022" 12.023 m N27°56'58.64248" W81°46'58.20129" 13.715 m -------------------------------------------------------------------------------- SQC SmartBase Quality Check Processor [Oct 30 2013] Copyright (c) 2006-2013 Applanix Corporation. All rights reserved. Date : 03/11/14 Time : 22:56:44 -------------------------------------------------------------------------------- SmartBase Quality Check processing started -------------------------------------------------------------------------------- Reference Station Raw Data Analysis -------------------------------------------------------------------------------- Station | Time Span | Start time | End Time | Total | Max | Min | Unrepaired | Simul | Data | MinNum | MaxNum | Min | Max ID | (sec) | week : sec | week : sec | Gap | Gap | Gap | CS | unrepaired_CS | rate | Sats | Sats | PDOP| PDOP

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FMYR 86399.0 1783: 0 1783: 86399 0 0 0 250 4 1.0 10 18 1.4 5.1 KYW6 86395.0 1783: 0 1783: 86395 0 0 0 697 4 5.0 7 12 1.2 2.4 ZEFR 86399.0 1783: 0 1783: 86399 0 0 0 735 4 1.0 12 18 1.2 2.8 MTNT 86399.0 1783: 0 1783: 86399 0 0 0 359 4 1.0 11 18 1.4 5.2 WACH 86399.0 1783: 0 1783: 86399 0 0 0 383 4 1.0 11 18 1.4 6.2 UNPM 86370.0 1783: 0 1783: 86370 0 0 0 4409 61 30.0 8 12 1.2 2.2 OKCB 86399.0 1783: 0 1783: 86399 0 0 0 780 4 1.0 13 18 1.2 2.7 NAPL 86399.0 1783: 0 1783: 86399 0 0 0 409 4 1.0 10 18 1.4 9.0 MCD5 86395.0 1783: 0 1783: 86395 0 0 0 1870 5 5.0 7 12 1.2 2.6 -------------------------------------------------------------------------------- Reference Station QCND Processing Results -------------------------------------------------------------------------------- Station | Status | 3DError| Process | Process | Start time | End Time | Mean Sats | Solution | No Solution | Station | Max ID | | (m) | timespan | Interval| week : sec | week : sec | per Epoch | Epochs | Epochs | Reset | Rx-clk FMYR CONTROL 0.000 23.9 30 1783: 390 1783: 86370 8.2 2866 0 0 -4.988e-011 KYW6 OK 0.002 23.9 30 1783: 390 1783: 86370 8.2 2866 0 0 -4.142e-011 ZEFR OK 0.002 23.9 30 1783: 390 1783: 86370 8.2 2866 0 0 +3.469e-011 MTNT OK 0.001 23.9 30 1783: 390 1783: 86370 8.1 2866 0 0 -4.548e-011 WACH OK 0.001 23.9 30 1783: 390 1783: 86370 7.9 2866 0 0 +5.390e-011 UNPM OK 0.006 22.7 30 1783: 390 1783: 86370 7.6 2725 127 0 +7.692e-011 OKCB OK 0.001 23.9 30 1783: 390 1783: 86370 8.2 2866 0 0 +3.673e-011 NAPL OK 0.001 23.9 30 1783: 390 1783: 86370 8.0 2866 0 0 +5.088e-011 MCD5 OK 0.002 23.9 30 1783: 420 1783: 86370 8.1 2865 0 0 -3.008e-011 -------------------------------------------------------------------------------- Termination status : Normal -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Reference Station Network Adjustment -------------------------------------------------------------------------------- Station Input Coords Status Horizontal Vertical Total Time Span Output Coords FMYR Control Control 0.000 m 0.000 m 0.000 m 23.88 h Control KYW6 Adjusted OK 0.002 m 0.001 m 0.002 m 23.88 h Adjusted ZEFR Adjusted OK 0.001 m 0.001 m 0.002 m 23.88 h Adjusted MTNT Adjusted OK 0.001 m 0.000 m 0.001 m 23.88 h Adjusted WACH Adjusted OK 0.001 m 0.000 m 0.001 m 23.88 h Adjusted UNPM Adjusted OK 0.006 m 0.002 m 0.006 m 22.71 h Adjusted OKCB Adjusted OK 0.001 m 0.000 m 0.001 m 23.88 h Adjusted

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NAPL Adjusted OK 0.000 m 0.001 m 0.001 m 23.88 h Adjusted MCD5 Adjusted OK 0.001 m 0.001 m 0.002 m 23.88 h Adjusted -------------------------------------------------------------------------------- Reference Station Adjusted Coordinates -------------------------------------------------------------------------------- Station Original Coordinates Adjusted Coordinates Latitude Longitude Altitude Latitude Longitude Altitude FMYR N26°35'27.50797" W81°51'50.97203" -13.190 m N26°35'27.50797" W81°51'50.97203" -13.190 m KYW6 N24°34'56.30792" W81°39'10.06735" -13.676 m N24°34'56.29150" W81°39'10.04884" -12.033 m ZEFR N28°13'39.34160" W82°09'52.69161" -1.518 m N28°13'39.32246" W82°09'52.67211" 0.159 m MTNT N25°51'56.77847" W80°54'25.20419" -20.559 m N25°51'56.76105" W80°54'25.18602" -18.856 m WACH N27°30'51.06151" W81°52'56.63524" 9.130 m N27°30'51.04273" W81°52'56.61623" 10.825 m UNPM N20°52'06.60835" W86°52'05.42918" -0.487 m N20°52'06.59534" W86°52'05.40666" 1.420 m OKCB N27°15'57.73455" W80°51'19.19987" -15.359 m N27°15'57.71595" W80°51'19.18185" -13.661 m NAPL N26°08'55.12137" W81°46'34.64548" -19.083 m N26°08'55.10360" W81°46'34.62862" -17.320 m MCD5 N27°50'59.35767" W82°31'56.35551" -15.735 m N27°50'59.33894" W82°31'56.33582" -14.116 m

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Appendix D: Tie-point Statistics Sortie Count: 40 Sortie: 38K_A_140124 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.734269m 0.418152m 0.890250m 0.636474m Std. Dev 0.471791m 0.233030m 0.534608m 0.380600m Min 0.013690m 0.057723m 0.022008m 0.013690m Max 3.125748m 0.877951m 3.125748m 2.130848m Count 558 36 246 276 Sortie: 577_A_140124 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 1.571581m 1.159535m 1.833949m 1.406442m Std. Dev 0.901489m 0.588342m 0.952896m 0.837062m Min 0.099826m 0.411059m 0.152948m 0.099826m Max 3.733358m 1.646601m 3.733358m 3.224790m Count 136 6 56 74 Sortie: 577_A_140125 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 1.450661m 1.638295m 1.607272m 1.327355m Std. Dev 0.760286m 0.329518m 0.762010m 0.766570m Min 0.152580m 1.110923m 0.353585m 0.152580m Max 3.361372m 1.886684m 3.361372m 2.975199m Count 170 8 66 96 Sortie: 577_A_140128 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 1.446926m 0.969530m 1.859141m 1.286263m Std. Dev 1.004476m 0.505373m 1.193585m 0.857276m Min 0.123666m 0.126297m 0.161924m 0.123666m Max 4.428415m 2.025511m 4.428415m 3.170367m Count 234 26 80 128 Sortie: 38K_A_140125 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 1.057374m 0.466897m 1.448317m 0.974059m Std. Dev 0.864108m 0.315802m 1.053187m 0.732686m Min 0.057737m 0.057737m 0.363110m 0.068821m Max 5.013800m 1.176314m 5.013800m 3.825818m Count 250 30 76 144

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Sortie: 38K_A_140128 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.668375m 0.488524m 0.751620m 0.605232m Std. Dev 0.387773m 0.227563m 0.453728m 0.306079m Min 0.074970m 0.216744m 0.074970m 0.158955m Max 2.218690m 0.823506m 2.218690m 1.337498m Count 346 16 162 168 Sortie: 38K_A_140202 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.714737m 0.590836m 0.862092m 0.613568m Std. Dev 0.409902m 0.207133m 0.432145m 0.376303m Min 0.040741m 0.287075m 0.110881m 0.040741m Max 2.060264m 0.846866m 2.060264m 1.791153m Count 184 12 76 96 Sortie: 7LP_B_140210 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.684377m 0.315319m 0.923788m 0.679329m Std. Dev 0.459080m 0.213602m 0.523089m 0.412509m Min 0.079484m 0.079484m 0.194856m 0.108342m Max 2.155710m 0.881482m 2.155710m 1.764259m Count 316 48 78 190 Sortie: 7LP_B_140211 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.680563m 0.460776m 0.783880m 0.606562m Std. Dev 0.357982m 0.203176m 0.375856m 0.324394m Min 0.027490m 0.178554m 0.082272m 0.027490m Max 1.771976m 0.887596m 1.771976m 1.481356m Count 300 18 140 142 Sortie: 7LP_A_140218 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.923191m 0.568717m 1.262808m 0.807917m Std. Dev 0.537665m 0.127690m 0.590055m 0.465659m Min 0.100540m 0.449186m 0.274118m 0.100540m Max 2.296300m 0.709497m 2.296300m 1.940188m Count 86 8 26 52 Sortie: 40D_B_140210

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All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.795824m 0.666317m 0.917805m 0.661221m Std. Dev 0.533079m 0.070219m 0.595842m 0.428014m Min 0.059576m 0.577872m 0.077312m 0.059576m Max 2.758043m 0.785688m 2.758043m 2.035955m Count 374 10 196 168 Sortie: 40D_A_140211 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.733070m 0.701035m 0.853065m 0.610047m Std. Dev 0.433930m 0.190294m 0.490569m 0.341117m Min 0.062539m 0.448404m 0.072983m 0.062539m Max 2.110780m 0.928187m 2.110780m 1.553163m Count 280 10 138 132 Sortie: 7LP_C_140211 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.445418m 0.192035m 0.527300m 0.491043m Std. Dev 0.346198m 0.096199m 0.460371m 0.315441m Min 0.026246m 0.069883m 0.026246m 0.082930m Max 1.731493m 0.333852m 1.731493m 1.291668m Count 112 20 24 68 Sortie: 38K_A_140211 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.753443m 0.431776m 0.988894m 0.738313m Std. Dev 0.494580m 0.298623m 0.613813m 0.423969m Min 0.025220m 0.069601m 0.069623m 0.025220m Max 2.274106m 1.398874m 2.274106m 2.013690m Count 356 56 90 210 Sortie: 38K_C_140211 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.717183m 0.322642m 0.885456m 0.632495m Std. Dev 0.456819m 0.149406m 0.532965m 0.359773m Min 0.058417m 0.092605m 0.097087m 0.058417m Max 1.955730m 0.448548m 1.955730m 1.226517m Count 138 8 56 74 Sortie: 7LP_A_140301 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.760164m 0.867818m 0.824743m 0.701961m Std. Dev 0.472439m 0.177869m 0.540452m 0.422972m

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Min 0.054585m 0.720879m 0.054585m 0.084918m Max 2.184425m 1.144905m 2.184425m 1.928421m Count 200 8 84 108 Sortie: 38K_A_140212 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.757548m 0.675871m 0.843232m 0.684027m Std. Dev 0.451286m 0.125891m 0.469257m 0.439668m Min 0.031976m 0.481885m 0.096233m 0.031976m Max 2.142667m 0.793809m 2.010003m 2.142667m Count 194 8 90 96 Sortie: 38K_B_140214 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.613754m 0.507565m 0.636803m 0.616270m Std. Dev 0.417576m 0.407516m 0.393425m 0.433420m Min 0.065429m 0.139022m 0.074755m 0.065429m Max 2.174527m 1.555682m 1.898152m 2.174527m Count 312 28 110 174 Sortie: 5SP_A_140216 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.936318m 0.555240m 1.062409m 0.831193m Std. Dev 0.663075m 0.254996m 0.750648m 0.549015m Min 0.055709m 0.225213m 0.188055m 0.055709m Max 3.837717m 0.988924m 3.837717m 2.703454m Count 360 12 178 170 Sortie: 5SP_B_140216 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.749680m 0.583368m 0.964455m 0.624188m Std. Dev 0.903083m 0.430394m 1.318506m 0.464565m Min 0.009840m 0.009840m 0.037923m 0.041898m Max 7.198463m 1.319040m 7.198463m 2.173236m Count 300 28 114 158 Sortie: 40D_A_140214 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.944685m 0.408767m 1.269508m 0.897223m Std. Dev 0.936303m 0.364608m 1.246899m 0.749838m Min 0.046570m 0.056624m 0.091001m 0.046570m Max 5.645922m 1.699212m 5.645922m 3.445992m Count 412 56 126 230

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Sortie: 40D_B_140214 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.672221m 0.342596m 0.945966m 0.641572m Std. Dev 0.547261m 0.198279m 0.740205m 0.443505m Min 0.061167m 0.061167m 0.164986m 0.061367m Max 3.496806m 0.779634m 3.496806m 2.499684m Count 266 44 70 152 Sortie: 7LP_A_140214 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.611651m 0.477921m 0.664695m 0.573024m Std. Dev 0.455080m 0.174968m 0.522821m 0.394364m Min 0.009560m 0.184799m 0.035924m 0.009560m Max 2.889076m 0.706438m 2.889076m 2.014535m Count 350 14 162 174 Sortie: 7LP_B_140214 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.741816m 0.484952m 0.865443m 0.627213m Std. Dev 0.544869m 0.200709m 0.648600m 0.390460m Min 0.038285m 0.225897m 0.109290m 0.038285m Max 3.158160m 0.619669m 3.158160m 1.875996m Count 242 6 120 116 Sortie: 7LP_A_140216 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.639560m 0.216265m 0.782665m 0.555772m Std. Dev 0.368260m 0.142055m 0.392266m 0.296928m Min 0.013223m 0.070316m 0.071907m 0.013223m Max 1.792859m 0.588642m 1.792859m 1.357581m Count 466 24 208 234 Sortie: 7LP_A_140217 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.875364m 0.451934m 1.018334m 0.890630m Std. Dev 0.624756m 0.260538m 0.712123m 0.587914m Min 0.062820m 0.062820m 0.062962m 0.103130m Max 3.691066m 1.036839m 3.691066m 3.460484m Count 532 68 170 294 Sortie: 7LP_B_140216

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All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.555649m 0.276071m 0.662664m 0.586015m Std. Dev 0.373637m 0.127345m 0.380444m 0.380785m Min 0.006244m 0.036838m 0.020075m 0.006244m Max 1.720426m 0.519775m 1.720426m 1.466389m Count 288 48 80 160 Sortie: 40D_A_140217 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.803165m 0.437136m 0.971441m 0.722263m Std. Dev 0.503069m 0.351348m 0.569936m 0.419910m Min 0.016714m 0.085218m 0.057130m 0.016714m Max 2.274210m 1.254181m 2.274210m 2.135311m Count 300 18 118 164 Sortie: 38K_A_140217 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.688438m 0.380863m 0.796956m 0.611055m Std. Dev 0.496897m 0.151573m 0.561426m 0.419878m Min 0.038041m 0.113086m 0.038041m 0.068140m Max 3.231191m 0.637610m 3.231191m 1.960089m Count 356 16 168 172 Sortie: 38K_A_140216 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.637616m 0.408485m 0.711270m 0.575467m Std. Dev 0.367519m 0.229469m 0.413698m 0.300335m Min 0.009320m 0.154143m 0.136503m 0.009320m Max 2.427799m 0.813553m 2.427799m 1.450529m Count 430 14 214 202 Sortie: 5SP_A_140214 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.911080m 0.155539m 1.211575m 0.809949m Std. Dev 0.740677m 0.117746m 0.863059m 0.597569m Min 0.034432m 0.058951m 0.145475m 0.034432m Max 3.769611m 0.434028m 3.769611m 2.254954m Count 238 16 86 136 Sortie: 5SP_B_140214 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.633953m 0.265733m 0.815028m 0.589898m Std. Dev 0.442026m 0.240683m 0.490306m 0.380524m

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Min 0.009086m 0.009086m 0.085718m 0.046573m Max 2.277313m 0.812288m 2.277313m 1.652594m Count 296 32 104 160 Sortie: 7LP_A_140302 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.957495m 0.442840m 1.274160m 0.947740m Std. Dev 0.695576m 0.294657m 0.843030m 0.615851m Min 0.058825m 0.058825m 0.242827m 0.100062m Max 3.312389m 1.172231m 3.312389m 2.970212m Count 272 40 70 162 Sortie: 7LP_B_140301 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.867641m 0.724510m 0.975292m 0.775746m Std. Dev 0.511925m 0.270910m 0.559992m 0.461794m Min 0.023833m 0.489598m 0.083357m 0.023833m Max 1.981505m 0.959418m 1.981505m 1.762930m Count 102 4 48 50 Sortie: 7LP_B_140302 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.770202m 0.349370m 1.079826m 0.763001m Std. Dev 0.510756m 0.164500m 0.652714m 0.423181m Min 0.099161m 0.125091m 0.099161m 0.148332m Max 1.945480m 0.559633m 1.945480m 1.706786m Count 110 18 26 66 Sortie: 7LP_A_140303 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 1.299058m 0.568066m 1.762625m 1.095799m Std. Dev 1.084909m 0.258289m 1.387520m 0.731628m Min 0.052425m 0.216011m 0.052425m 0.122833m Max 6.346948m 1.064097m 6.346948m 3.213797m Count 254 26 98 130 Sortie: 7LP_A_140308 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.848021m 0.495213m 1.190950m 0.731992m Std. Dev 0.600841m 0.130612m 0.713830m 0.503850m Min 0.056484m 0.330583m 0.056484m 0.228646m Max 3.032446m 0.716705m 3.032446m 2.774230m Count 110 12 34 64

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Sortie: 7LP_B_140303 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 1.118838m 0.694436m 1.294963m 1.135505m Std. Dev 0.758488m 0.498949m 0.757321m 0.775978m Min 0.029474m 0.029474m 0.183181m 0.071048m Max 3.051119m 1.396413m 3.011909m 3.051119m Count 318 46 94 178 Sortie: 7LP_A_140309 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 1.357945m 1.000186m 1.797517m 1.180697m Std. Dev 0.883329m 0.596058m 1.059968m 0.717461m Min 0.048670m 0.051617m 0.138010m 0.048670m Max 4.506743m 1.830848m 4.506743m 2.873054m Count 238 26 76 136 Sortie: 7LP_B_140309 All Tie Points Nadir-Nadir Points Oblique-Oblique Points Nadir-Oblique Points Mean 0.753504m 0.760575m 0.857012m 0.626601m Std. Dev 0.413444m 0.003300m 0.473019m 0.301111m Min 0.205003m 0.758242m 0.205003m 0.267748m Max 1.881708m 0.762908m 1.881708m 1.431275m Count 82 2 44 36

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Appendix E: NGS Data Sheets Station Count: 4 DG4692 *********************************************************************** DG4692 HT_MOD - This is a Height Modernization Survey Station. DG4692 CORS - This is a GPS Continuously Operating Reference Station. DG4692 DESIGNATION - FORT MYERS CORS L1 PHASE CENTER DG4692 CORS_ID - FMYR DG4692 PID - DG4692 DG4692 STATE/COUNTY- FL/LEE DG4692 COUNTRY - US DG4692 USGS QUAD - FORT MYERS SE (1987) DG4692 DG4692 *CURRENT SURVEY CONTROL DG4692 ______________________________________________________________________ DG4692* NAD 83(2011) POSITION- 26 35 27.50797(N) 081 51 50.97203(W) ADJUSTED DG4692* NAD 83(2011) ELLIP HT- -13.190 (meters) (08/??/11) ADJUSTED DG4692* NAD 83(2011) EPOCH - 2010.00 DG4692* <a href="http://www.ngs.noaa.gov/datums/vertical/VerticalDatums.shtml#NAVD88">NAVD 88</a> ORTHO HEIGHT - 10.93 (meters) 35.9 (feet) GPS OBS DG4692 ______________________________________________________________________ DG4692 NAVD 88 orthometric height was determined with geoid model GEOID03 DG4692 GEOID HEIGHT - -24.14 (meters) GEOID03 DG4692 GEOID HEIGHT - -24.16 (meters) GEOID12A DG4692 NAD 83(2011) X - 807,700.726 (meters) COMP DG4692 NAD 83(2011) Y - -5,649,862.948 (meters) COMP DG4692 NAD 83(2011) Z - 2,837,756.017 (meters) COMP DG4692 DG4692 FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm) DG4692 Type Horiz Ellip Dist(km) DG4692 ------------------------------------------------------------------- DG4692 NETWORK 1.07 3.89 DG4692 ------------------------------------------------------------------- DG4692 NOTE: Click <a href="http://www.ngs.noaa.gov/cgi-bin/lna_ret.prl?PID=DG4692">here</a> for information on individual local accuracy DG4692 values and other accuracy information. DG4692 DG4692 DG4692.The coordinates were established by GPS observations DG4692.and adjusted by the National Geodetic Survey in August 2011. DG4692 DG4692.NAD 83(2011) refers to NAD 83 coordinates where the reference DG4692.frame has been affixed to the stable North American Tectonic Plate. DG4692 DG4692.The coordinates are valid at the epoch date displayed above DG4692.which is a decimal equivalence of Year/Month/Day. DG4692 DG4692.The orthometric height was determined by GPS observations and a DG4692.high-resolution geoid model using precise GPS observation and DG4692.processing techniques. DG4692 DG4692.The PID for the CORS ARP is DG4691. DG4692 DG4692.The XYZ, and position/ellipsoidal ht. are equivalent. DG4692 DG4692.The ellipsoidal height was determined by GPS observations DG4692.and is referenced to NAD 83. DG4692 DG4692. The following values were computed from the NAD 83(2011) position. DG4692 DG4692; North East Units Scale Factor Converg. DG4692;SPC FL W - 250,093.736 213,530.544 MT 0.99994344 +0 03 38.9 DG4692;SPC FL W - 820,515.87 700,558.13 sFT 0.99994344 +0 03 38.9 DG4692 DG4692! - Elev Factor x Scale Factor = Combined Factor DG4692!SPC FL W - 1.00000207 x 0.99994344 = 0.99994551 DG4692

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DG4692 SUPERSEDED SURVEY CONTROL DG4692 DG4692 NAD 83(CORS)- 26 35 27.50817(N) 081 51 50.97253(W) AD(2002.00) c DG4692 ELLIP H (03/??/04) -13.184 (m) GP(2002.00) c c DG4692 DG4692.Superseded values are not recommended for survey control. DG4692 DG4692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DG4692.<a href="http://www.ngs.noaa.gov/cgi-bin/ds_lookup.prl?Item=HOW_SUP_DET">See file dsdata.txt </a>to determine how the superseded data were derived. DG4692 DG4692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1395241423(NAD 83) DG4692 DG4692_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA DG4692 DG4692 STATION DESCRIPTION DG4692 DG4692'DESCRIBED BY NATIONAL GEODETIC SURVEY DG4692'STATION IS A GPS CORS. LATEST INFORMATION INCLUDING POSITIONS AND DG4692'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE DG4692'BY ANONYMOUS FTP OR THE WORLDWIDE WEB. DG4692' ftp://cors.ngs.noaa.gov/cors/README.txt DG4692' ftp://cors.ngs.noaa.gov/cors/coord/coord_08 DG4692' ftp://cors.ngs.noaa.gov/cors/station_log DG4692' http://geodesy.noaa.gov/CORS DF7051 *********************************************************************** DF7051 CORS - This is a GPS Continuously Operating Reference Station. DF7051 DESIGNATION - MIAMI TNT CORS L1 PHASE CENTER DF7051 CORS_ID - MTNT DF7051 PID - DF7051 DF7051 STATE/COUNTY- FL/COLLIER DF7051 COUNTRY - US DF7051 USGS QUAD - FIFTYMILE BEND (1995) DF7051 DF7051 *CURRENT SURVEY CONTROL DF7051 ______________________________________________________________________ DF7051* NAD 83(2011) POSITION- 25 51 56.76078(N) 080 54 25.18640(W) ADJUSTED DF7051* NAD 83(2011) ELLIP HT- -18.839 (meters) (08/??/11) ADJUSTED DF7051* NAD 83(2011) EPOCH - 2010.00 DF7051* <a href="http://www.ngs.noaa.gov/datums/vertical/VerticalDatums.shtml#NAVD88">NAVD 88</a> ORTHO HEIGHT - **(meters) **(feet) DF7051 ______________________________________________________________________ DF7051 NAD 83(2011) X - 907,579.159 (meters) COMP DF7051 NAD 83(2011) Y - -5,670,639.792 (meters) COMP DF7051 NAD 83(2011) Z - 2,765,679.886 (meters) COMP DF7051 GEOID HEIGHT - -24.32 (meters) GEOID12A DF7051 DF7051 FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm) DF7051 Type Horiz Ellip Dist(km) DF7051 ------------------------------------------------------------------- DF7051 NETWORK 0.97 3.83 DF7051 ------------------------------------------------------------------- DF7051 NOTE: Click <a href="http://www.ngs.noaa.gov/cgi-bin/lna_ret.prl?PID=DF7051">here</a> for information on individual local accuracy DF7051 values and other accuracy information. DF7051 DF7051 DF7051.The coordinates were established by GPS observations DF7051.and adjusted by the National Geodetic Survey in August 2011. DF7051 DF7051.NAD 83(2011) refers to NAD 83 coordinates where the reference DF7051.frame has been affixed to the stable North American Tectonic Plate. DF7051 DF7051.The coordinates are valid at the epoch date displayed above DF7051.which is a decimal equivalence of Year/Month/Day. DF7051 DF7051.The PID for the CORS ARP is DF7050.

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DF7051 DF7051.The XYZ, and position/ellipsoidal ht. are equivalent. DF7051 DF7051.The ellipsoidal height was determined by GPS observations DF7051.and is referenced to NAD 83. DF7051 DF7051. The following values were computed from the NAD 83(2011) position. DF7051 DF7051; North East Units Scale Factor Converg. DF7051;SPC FL E - 169,747.742 209,321.336 MT 0.99994225 +0 02 26.1 DF7051;SPC FL E - 556,914.05 686,748.42 sFT 0.99994225 +0 02 26.1 DF7051 DF7051! - Elev Factor x Scale Factor = Combined Factor DF7051!SPC FL E - 1.00000296 x 0.99994225 = 0.99994521 DF7051 DF7051 SUPERSEDED SURVEY CONTROL DF7051 DF7051 NAD 83(CORS)- 25 51 56.76082(N) 080 54 25.18704(W) AD(2002.00) c DF7051 ELLIP H (08/??/03) -18.853 (m) GP(2002.00) c c DF7051 DF7051.Superseded values are not recommended for survey control. DF7051 DF7051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF7051.<a href="http://www.ngs.noaa.gov/cgi-bin/ds_lookup.prl?Item=HOW_SUP_DET">See file dsdata.txt </a>to determine how the superseded data were derived. DF7051 DF7051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ0931860821(NAD 83) DF7051 DF7051_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA DF7051 DF7051 STATION DESCRIPTION DF7051 DF7051'DESCRIBED BY NATIONAL GEODETIC SURVEY DF7051'STATION IS A GPS CORS. LATEST INFORMATION INCLUDING POSITIONS AND DF7051'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE DF7051'BY ANONYMOUS FTP OR THE WORLDWIDE WEB. DF7051' ftp://cors.ngs.noaa.gov/cors/README.txt DF7051' ftp://cors.ngs.noaa.gov/cors/coord/coord_08 DF7051' ftp://cors.ngs.noaa.gov/cors/station_log DF7051' http://geodesy.noaa.gov/CORS DI4162 *********************************************************************** DI4162 CORS - This is a GPS Continuously Operating Reference Station. DI4162 DESIGNATION - MAC DILL AFB 6 CORS L1 PHASE CENTER DI4162 CORS_ID - MCD6 DI4162 PID - DI4162 DI4162 STATE/COUNTY- FL/HILLSBOROUGH DI4162 COUNTRY - US DI4162 USGS QUAD - PORT TAMPA (1983) DI4162 DI4162 *CURRENT SURVEY CONTROL DI4162 ______________________________________________________________________ DI4162* NAD 83(2011) POSITION- 27 50 59.33764(N) 082 31 57.32009(W) ADJUSTED DI4162* NAD 83(2011) ELLIP HT- -14.137 (meters) (08/??/11) ADJUSTED DI4162* NAD 83(2011) EPOCH - 2010.00 DI4162* <a href="http://www.ngs.noaa.gov/datums/vertical/VerticalDatums.shtml#NAVD88">NAVD 88</a> ORTHO HEIGHT - **(meters) **(feet) DI4162 ______________________________________________________________________ DI4162 NAD 83(2011) X - 733,442.185 (meters) COMP DI4162 NAD 83(2011) Y - -5,595,638.743 (meters) COMP DI4162 NAD 83(2011) Z - 2,961,793.442 (meters) COMP DI4162 GEOID HEIGHT - -24.80 (meters) GEOID12A DI4162 DI4162 FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm) DI4162 Type Horiz Ellip Dist(km) DI4162 ------------------------------------------------------------------- DI4162 NETWORK 1.80 6.67 DI4162 -------------------------------------------------------------------

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DI4162 NOTE: Click <a href="http://www.ngs.noaa.gov/cgi-bin/lna_ret.prl?PID=DI4162">here</a> for information on individual local accuracy DI4162 values and other accuracy information. DI4162 DI4162 DI4162.The coordinates were established by GPS observations DI4162.and adjusted by the National Geodetic Survey in August 2011. DI4162 DI4162.NAD 83(2011) refers to NAD 83 coordinates where the reference DI4162.frame has been affixed to the stable North American Tectonic Plate. DI4162 DI4162.The coordinates are valid at the epoch date displayed above DI4162.which is a decimal equivalence of Year/Month/Day. DI4162 DI4162.The PID for the CORS ARP is DI4161. DI4162 DI4162.The XYZ, and position/ellipsoidal ht. are equivalent. DI4162 DI4162.The ellipsoidal height was determined by GPS observations DI4162.and is referenced to NAD 83. DI4162 DI4162. The following values were computed from the NAD 83(2011) position. DI4162 DI4162; North East Units Scale Factor Converg. DI4162;SPC FL W - 389,680.735 147,543.766 MT 0.99997513 -0 14 55.7 DI4162;SPC FL W - 1,278,477.54 484,066.51 sFT 0.99997513 -0 14 55.7 DI4162 DI4162! - Elev Factor x Scale Factor = Combined Factor DI4162!SPC FL W - 1.00000222 x 0.99997513 = 0.99997735 DI4162 DI4162 SUPERSEDED SURVEY CONTROL DI4162 DI4162 NAD 83(CORS)- 27 50 59.33764(N) 082 31 57.32064(W) AD(2002.00) c DI4162 ELLIP H (04/??/07) -14.134 (m) GP(2002.00) c c DI4162 DI4162.Superseded values are not recommended for survey control. DI4162 DI4162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DI4162.<a href="http://www.ngs.noaa.gov/cgi-bin/ds_lookup.prl?Item=HOW_SUP_DET">See file dsdata.txt </a>to determine how the superseded data were derived. DI4162 DI4162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4909381508(NAD 83) DI4162 DI4162_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA DI4162 DI4162 STATION DESCRIPTION DI4162 DI4162'DESCRIBED BY NATIONAL GEODETIC SURVEY DI4162'STATION IS A GPS CORS. LATEST INFORMATION INCLUDING POSITIONS AND DI4162'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE DI4162'BY ANONYMOUS FTP OR THE WORLDWIDE WEB. DI4162' ftp://cors.ngs.noaa.gov/cors/README.txt DI4162' ftp://cors.ngs.noaa.gov/cors/coord/coord_08 DI4162' ftp://cors.ngs.noaa.gov/cors/station_log DI4162' http://geodesy.noaa.gov/CORS DH3758 *********************************************************************** DH3758 HT_MOD - This is a Height Modernization Survey Station. DH3758 CORS - This is a GPS Continuously Operating Reference Station. DH3758 DESIGNATION - WAUCHULA CORS L1 PHASE CENTER DH3758 CORS_ID - WACH DH3758 PID - DH3758 DH3758 STATE/COUNTY- FL/HARDEE DH3758 COUNTRY - US DH3758 USGS QUAD - FT GREEN (1987) DH3758 DH3758 *CURRENT SURVEY CONTROL DH3758 ______________________________________________________________________

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DH3758* NAD 83(2011) POSITION- 27 30 51.04266(N) 081 52 56.61587(W) ADJUSTED DH3758* NAD 83(2011) ELLIP HT- 10.808 (meters) (08/??/11) ADJUSTED DH3758* NAD 83(2011) EPOCH - 2010.00 DH3758* <a href="http://www.ngs.noaa.gov/datums/vertical/VerticalDatums.shtml#NAVD88">NAVD 88</a> ORTHO HEIGHT - 35.82 (meters) 117.5 (feet) GPS OBS DH3758 ______________________________________________________________________ DH3758 NAVD 88 orthometric height was determined with geoid model GEOID03 DH3758 GEOID HEIGHT - -25.04 (meters) GEOID03 DH3758 GEOID HEIGHT - -25.01 (meters) GEOID12A DH3758 NAD 83(2011) X - 799,336.176 (meters) COMP DH3758 NAD 83(2011) Y - -5,604,082.929 (meters) COMP DH3758 NAD 83(2011) Z - 2,928,868.813 (meters) COMP DH3758 DH3758 FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm) DH3758 Type Horiz Ellip Dist(km) DH3758 ------------------------------------------------------------------- DH3758 NETWORK 0.67 2.47 DH3758 ------------------------------------------------------------------- DH3758 NOTE: Click <a href="http://www.ngs.noaa.gov/cgi-bin/lna_ret.prl?PID=DH3758">here</a> for information on individual local accuracy DH3758 values and other accuracy information. DH3758 DH3758 DH3758.The coordinates were established by GPS observations DH3758.and adjusted by the National Geodetic Survey in August 2011. DH3758 DH3758.NAD 83(2011) refers to NAD 83 coordinates where the reference DH3758.frame has been affixed to the stable North American Tectonic Plate. DH3758 DH3758.The coordinates are valid at the epoch date displayed above DH3758.which is a decimal equivalence of Year/Month/Day. DH3758 DH3758.The orthometric height was determined by GPS observations and a DH3758.high-resolution geoid model using precise GPS observation and DH3758.processing techniques. DH3758 DH3758.The PID for the CORS ARP is DH3757. DH3758 DH3758.The XYZ, and position/ellipsoidal ht. are equivalent. DH3758 DH3758.The ellipsoidal height was determined by GPS observations DH3758.and is referenced to NAD 83. DH3758 DH3758. The following values were computed from the NAD 83(2011) position. DH3758 DH3758; North East Units Scale Factor Converg. DH3758;SPC FL W - 352,381.087 211,618.801 MT 0.99994284 +0 03 15.6 DH3758;SPC FL W - 1,156,103.62 694,286.02 sFT 0.99994284 +0 03 15.6 DH3758 DH3758! - Elev Factor x Scale Factor = Combined Factor DH3758!SPC FL W - 0.99999830 x 0.99994284 = 0.99994114 DH3758 DH3758 SUPERSEDED SURVEY CONTROL DH3758 DH3758 NAD 83(CORS)- 27 30 51.04279(N) 081 52 56.61648(W) AD(2002.00) c DH3758 ELLIP H (06/??/05) 10.817 (m) GP(2002.00) c c DH3758 DH3758.Superseded values are not recommended for survey control. DH3758 DH3758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DH3758.<a href="http://www.ngs.noaa.gov/cgi-bin/ds_lookup.prl?Item=HOW_SUP_DET">See file dsdata.txt </a>to determine how the superseded data were derived. DH3758 DH3758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1285243697(NAD 83) DH3758 DH3758_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA DH3758 DH3758 STATION DESCRIPTION DH3758

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DH3758'DESCRIBED BY NATIONAL GEODETIC SURVEY DH3758'STATION IS A GPS CORS. LATEST INFORMATION INCLUDING POSITIONS AND DH3758'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE DH3758'BY ANONYMOUS FTP OR THE WORLDWIDE WEB. DH3758' ftp://cors.ngs.noaa.gov/cors/README.txt DH3758' ftp://cors.ngs.noaa.gov/cors/coord/coord_08 DH3758' ftp://cors.ngs.noaa.gov/cors/station_log DH3758' http://geodesy.noaa.gov/CORS

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Appendix F: Sectors Containing Imagery Frames Sector Count: 1063 FLLEE008008 FLLEE009008 FLLEE009009 FLLEE010008 FLLEE010009 FLLEE011008 FLLEE011009 FLLEE013006 FLLEE013007 FLLEE012008 FLLEE013008 FLLEE012009 FLLEE013009 FLLEE014006 FLLEE014007 FLLEE014008 FLLEE014009 FLLEE014010 FLLEE015010 FLLEE015009 FLLEE015008 FLLEE012011 FLLEE013011 FLLEE012012 FLLEE013012 FLLEE012013 FLLEE013013 FLLEE012014 FLLEE013014 FLLEE012015 FLLEE013015 FLLEE014011 FLLEE014012 FLLEE014013 FLLEE014014 FLLEE014015 FLLEE015015 FLLEE015014 FLLEE015013 FLLEE015012 FLLEE015011 FLLEE012016

FLLEE012017 FLLEE013016 FLLEE013017 FLLEE012018 FLLEE013018 FLLEE014016 FLLEE014017 FLLEE014018 FLLEE011019 FLLEE015019 FLLEE015020 FLLEE014020 FLLEE014019 FLLEE015018 FLLEE015017 FLLEE015016 FLLEE013019 FLLEE012019 FLLEE013020 FLLEE012020 FLLEE011020 FLLEE016020 FLLEE016019 FLLEE016018 FLLEE016017 FLLEE016016 FLLEE017019 FLLEE017018 FLLEE017017 FLLEE017016 FLLEE018016 FLLEE018017 FLLEE018018 FLLEE018019 FLLEE017020 FLLEE018020 FLLEE019017 FLLEE019018 FLLEE019019 FLLEE019016 FLLEE019020 FLLEE020019



Page 142 of 193


FLLEE025012 FLLEE021016 FLLEE021019 FLLEE021018 FLLEE021017 FLLEE022016 FLLEE022017 FLLEE022018 FLLEE021020 FLLEE022019 FLLEE022020 FLLEE023019 FLLEE024019 FLLEE023020 FLLEE024018 FLLEE023018 FLLEE023017 FLLEE023016 FLLEE024017 FLLEE024016 FLLEE024020 FLLEE025019 FLLEE025017 FLLEE025016 FLLEE025018 FLLEE025020 FLLEE022021 FLLEE023021 FLLEE024021 FLLEE021025 FLLEE021023 FLLEE021022 FLLEE021021 FLLEE021024 FLLEE022022 FLLEE022023 FLLEE022024 FLLEE022025 FLLEE023022 FLLEE023024 FLLEE023023 FLLEE023025 FLLEE024025 FLLEE024024 FLLEE024023 FLLEE024022 FLLEE025025 FLLEE025024




Page 143 of 193






Page 144 of 193






Page 145 of 193






Page 146 of 193


FLLEE014047 FLLEE014046 FLLEE015046 FLLEE015047 FLLEE015048 FLLEE015049 FLLEE015050 FLLEE011051 FLLEE012051 FLLEE013051 FLLEE014051 FLLEE015051 FLLEE016046 FLLEE016047 FLLEE016048 FLLEE016049 FLLEE016050 FLLEE017050 FLLEE017049 FLLEE017048 FLLEE017047 FLLEE017046 FLLEE018050 FLLEE018049 FLLEE018048 FLLEE018047 FLLEE018046 FLLEE019046 FLLEE019047 FLLEE019048 FLLEE019049 FLLEE019050



FLLEE029046 FLLEE030050 FLLEE030048 FLLEE030046 FLLEE030049 FLLEE030047 FLLEE031046 FLLEE031047 FLLEE031048 FLLEE031049 FLLEE031050 FLLEE032047 FLLEE032049 FLLEE032046 FLLEE032048 FLLEE032050 FLLEE033050 FLLEE033049 FLLEE033048 FLLEE033047 FLLEE033046 FLLEE034046 FLLEE035046 FLLEE031051 FLLEE032051 FLLEE033051 FLLEE036046 FLLEE037046 FLLEE038046 FLLEE039046 FLLEE040046

Page 147 of 193


Appendix G: Aerotriangulation Statistics

Initial Control Point Residuals from Unconstrained Adjustment Block A

residuals horizontal control points in [feet]

control point ID rx ry

FLLEE14_GCP14 0.374 0.196 check point

FLLEE14_GCP15 -0.108 0.303 check point


FLLEE14_GCP17 0.180 -0.076 check point

FLLEE14_GCP18 -0.238 -0.967 check point








































Page 148 of 193




















Block B
































Page 149 of 193



























































Page 150 of 193


















Block C point




































Page 151 of 193























Block Isand 1



















Page 152 of 193


Block Island 2

















Final Constrained Adjustment Results Block A

Start Post Processing: Fri Apr 25 13:17:58 2014

===============================================

Active Block : complete Block

Number of photos : 10564

Number of strips : 147

Photo scale : 1:16412

Mean terrain height [user] : 11

Automatic blunder detection : OFF

Use all adjusted points in project file

as control (absolute mode) : OFF

Control parameter for block adjustment :

----------------------------------------

Selfcalibration : OFF

GNSS-Mode : ON

Drift-Mode : ON

drift per block : ON only shifts are

enabled

Page 153 of 193


drift for X,Y,Z : ON,ON,ON

IMU-Mode : ON

IMU-Boresight : OFF

Earth's curvature correction : ON

Atmospheric correction : ON

Do not eliminate manual points : OFF

Do not eliminate GNSS : ON

Standard deviations (a-priori) :

--------------------------------

Ground control (planimetry) [user]

Set

0 (=default) : 0.100

1 : 0.010

2 : 0.010

Ground control (height) [user]

Set

0 (=default) : 0.100

1 : 0.010

2 : 0.010

Automatic image points [mm]

Set

0 (=default) : 0.003

Image points of ground control and manual measurements [mm] : 0.001

GNSS X Y Z [user] : 0.300 0.300 0.600

INS omega phi kappa [deg] : 0.015 0.015 0.035

Used Cameras in block:

-----------------------

1 38K_A_140124_Camera0

Distortion : Coefficients

2 38K_A_140128_Camera0


Page 154 of 193


3 40D_A_140211_Camera0


4 40D_A_140217_Camera0


5 577_A_140124_Camera0


6 7LP_A_140308_Camera0


7 7LP_B_140309_Camera0






10 7LP_A_140301_Camera0


11 7LP_A_140302_Camera0


12 7LP_B_140210_Camera0


13 7LP_B_140211_Camera0


14 38K_A_140125_Camera0


1938798 measurements in 10564 photos are used for adjustment (total 10564

photos)

sigma naught 1.3 micron (13:20:16)


found 12964 points connecting 2 photos










Page 155 of 193


number of observations 3936601

number of unknowns 1489245

redundancy 2447356

RMS automatic points in photo (number: 1936223)

x 0.9 micron

y 1.0 micron

RMS control and manual points in photo (number: 291)

x 1.5 micron

y 1.6 micron

RMS control points with default standard deviation set (number: 53)

x 0.244 [feet]

y 0.239 [feet]


z 0.126 [feet]

RMS control points with standard deviation set 1 (number: 8)

x 0.010 [feet]

y 0.016 [feet]


z 0.001 [feet]


x 0.003 [feet]

y 0.005 [feet]


z 0.000 [feet]

RMS IMU observations (number: 10564)

omega 0.010 [deg]

phi 0.013 [deg]

kappa 0.024 [deg]

RMS GNSS observations (number: 10564)

x 0.224 [feet]

y 0.235 [feet]

z 0.248 [feet]


mean standard deviations of rotations

omega 3.1 [deg/1000]

phi 3.0 [deg/1000]

kappa 1.3 [deg/1000]

max standard deviations of rotations

omega 5.9 [deg/1000] at photo 10387_3130160009_A_140308

phi 5.8 [deg/1000] at photo 10387_3130160009_A_140308

Page 156 of 193


kappa 14.3 [deg/1000] at photo 10568_3190100016_A_140301

mean standard deviations of translations

x 0.142 [feet]

y 0.135 [feet]

z 0.053 [feet]

max standard deviations of translations

x 0.263 [feet] at photo 10387_3130160009_A_140308

y 0.259 [feet] at photo 10387_3130160009_A_140308

z 0.175 [feet] at photo 10387_3130160011_A_140308



FLLEE14_GCP14 0.020 0.008

FLLEE14_GCP15 -0.003 0.003

FLLEE14_GCP16 0.004 0.009

FLLEE14_GCP17 0.011 0.007

FLLEE14_GCP18 -0.007 -0.043

FLLEE14_GCP19 0.113 -0.079

FLLEE14_GCP20 -0.015 0.003

FLLEE14_GCP21 -0.018 -0.061

FLLEE14_GCP22 -0.000 0.002

FLLEE14_GCP23 -0.133 -0.178

FLLEE14_GCP24 0.113 -0.072

FLLEE14_GCP26 0.073 -0.308

FLLEE14_GCP27 -0.081 -0.242

FLLEE14_GCP28 -0.176 -0.132

FLLEE14_GCP29 -0.235 -0.261

FLLEE14_GCP30 0.088 -0.793

FLLEE14_GCP31 -0.151 -0.115

FLLEE14_GCP33 -0.102 -0.148

FLLEE14_GCP159 -0.074 -0.044

FLLEE14_GCP160 -0.270 -0.187

FLLEE14_GCP161 -0.354 0.197

FLLEE14_GCP163 -0.276 0.175

FLLEE14_GCP164 -0.855 -0.108

FLLEE14_GCP165 -0.041 0.152

FLLEE14_GCP166 -0.080 0.587

FLLEE14_GCP167 0.188 0.338

FLLEE14_GCP168 0.022 0.257

FLLEE14_GCP169 -0.023 0.003

FLLEE14_GCP170 0.253 -0.022

FLLEE14_GCP171 0.310 -0.259

FLLEE14_GCP172 -0.458 -0.298

FLLEE14_GCP173 -0.321 -0.319

FLLEE14_GCP174 0.061 -0.216

FLLEE14_GCP175 -0.061 -0.240

FLLEE14_GCP176 0.028 -0.587

FLLEE14_GCP177 -0.062 -0.094

FLLEE14_GCP178 -0.103 0.013

FLLEE14_GCP179 -0.079 0.152

Page 157 of 193


FLLEE14_GCP180 -0.017 0.099

FLLEE14_GCP181 -0.016 0.190

FLLEE14_GCP183 0.213 0.177

FLLEE14_GCP184 0.370 0.042

FLLEE14_GCP185 0.285 0.230

FLLEE14_GCP186 0.168 0.246

FLLEE14_GCP187 0.264 0.304

FLLEE14_GCP189 0.168 0.045

FLLEE14_GCP190 0.161 0.183

FLLEE14_GCP191 -0.916 -0.000

FLLEE14_GCP192 0.138 0.209

FLLEE14_GCP193 0.238 0.108

FLLEE14_GCP194 0.128 0.015

FLLEE14_GCP195 -0.021 -0.188

FLLEE14_GCP196 0.062 0.214

FLLEE14_GCP197 -0.036 0.228

FLLEE14_GCP198 0.106 0.173

FLLEE14_GCP199 0.115 0.279

FLLEE14_GCP201 -0.146 -0.003

FLLEE14_GCP202 -0.010 -0.038

FLLEE14_GCP203 0.059 0.209

FLLEE14_GCP204 0.024 0.019

FLLEE14_GCP299 -0.002 0.000

FLLEE14_AB_PP01 0.004 0.005

FLLEE14_AB_PP02 -0.001 0.007

FLLEE14_AB_PP03 0.002 0.001

max standard deviations of terrain points

x 0.240 [feet] at point 20005968

y 0.292 [feet] at point 20013797

z 1.385 [feet] at point 60175860

mean standard deviations of terrain points

x 0.047

y 0.051

z 0.281

Block B


===============================================







Page 158 of 193





----------------------------------------


GNSS-Mode : ON

Drift-Mode : ON


enabled


IMU-Mode : ON

IMU-Boresight : OFF






--------------------------------


Set

0 (=default) : 0.100

1 : 0.010

2 : 0.010


Set

0 (=default) : 0.100

1 : 0.010

2 : 0.010


Set

0 (=default) : 0.003


GNSS X Y Z [user] : 0.300 0.300 0.600

Page 159 of 193




-----------------------

1 38K_A_140125_Camera0


2 38K_A_140128_Camera0


3 38K_A_140216_Camera0


4 38K_A_140217_Camera0


5 38K_B_140214_Camera0


6 40D_B_140210_Camera0


7 577_A_140124_Camera0


8 577_A_140125_Camera0


9 5SP_A_140214_Camera0


10 7LP_A_140308_Camera0


11 7LP_A_140214_Camera0


12 7LP_A_140301_Camera0


13 7LP_B_140210_Camera0


14 7LP_B_140214_Camera0


15 38K_A_140124_Camera0



photos)

Page 160 of 193

















redundancy 3757087


x 0.9 micron

y 0.9 micron


x 1.8 micron

y 2.0 micron


x 0.337 [feet]

y 0.296 [feet]


z 0.117 [feet]


x 0.014 [feet]

y 0.013 [feet]


z 0.001 [feet]


x 0.005 [feet]

y 0.012 [feet]


z 0.000 [feet]


omega 0.013 [deg]

phi 0.017 [deg]

kappa 0.023 [deg]

Page 161 of 193



x 0.268 [feet]

y 0.252 [feet]

z 0.223 [feet]




phi 3.0 [deg/1000]



omega 4.7 [deg/1000] at photo 10030_3150010086_A_140125

phi 4.8 [deg/1000] at photo 10030_3150010086_A_140125



x 0.139 [feet]

y 0.133 [feet]

z 0.053 [feet]


x 0.186 [feet] at photo 10382_3210070005_A_140308

y 0.186 [feet] at photo 10382_3210070005_A_140308

z 0.145 [feet] at photo 10159_3200140063_A_140217



FLLEE14_GCP2 0.284 -0.220

FLLEE14_GCP3 0.141 -0.243

FLLEE14_GCP4 0.120 -0.232

FLLEE14_GCP5 0.405 -0.440

FLLEE14_GCP6 0.353 -0.303

FLLEE14_GCP7 0.479 -0.028

FLLEE14_GCP8 0.349 -0.188

FLLEE14_GCP9 -0.606 0.409

FLLEE14_GCP10 -0.293 0.155

FLLEE14_GCP11 -0.127 -0.399

FLLEE14_GCP12 0.007 -0.000

FLLEE14_GCP13 -0.009 0.005

FLLEE14_GCP15 -0.005 -0.004

FLLEE14_GCP16 -0.008 -0.012

FLLEE14_GCP34 0.219 -0.441

FLLEE14_GCP35 -0.037 -0.531

FLLEE14_GCP36 0.227 -0.424

FLLEE14_GCP37 0.299 -0.676

FLLEE14_GCP38 0.385 -0.394

FLLEE14_GCP39 0.028 -0.373

Page 162 of 193


FLLEE14_GCP40 -0.040 -0.280

FLLEE14_GCP41 -0.156 -0.072

FLLEE14_GCP43 -0.006 -0.009

FLLEE14_GCP44 0.028 -0.090

FLLEE14_GCP45 -0.459 -0.209

FLLEE14_GCP46 -0.062 -0.394

FLLEE14_GCP47 0.045 -0.349

FLLEE14_GCP48 0.265 -0.359

FLLEE14_GCP49 0.223 -0.412

FLLEE14_GCP50 -0.262 -0.513

FLLEE14_GCP51 0.608 -0.237

FLLEE14_GCP52 0.459 -0.504

FLLEE14_GCP53 0.780 -0.370

FLLEE14_GCP54 0.887 -0.423

FLLEE14_GCP55 0.542 -0.348

FLLEE14_GCP57 0.130 0.017

FLLEE14_GCP58 0.307 -0.374

FLLEE14_GCP59 0.461 -0.557

FLLEE14_GCP60 0.295 -0.387

FLLEE14_GCP61 -0.206 -0.288

FLLEE14_GCP62 -0.075 -0.193

FLLEE14_GCP63 -0.028 -0.177

FLLEE14_GCP64 -0.330 -0.379

FLLEE14_GCP65 -0.033 0.162

FLLEE14_GCP66 -0.263 -0.187

FLLEE14_GCP67 0.026 0.181

FLLEE14_GCP68 0.067 -0.130

FLLEE14_GCP70 0.162 -0.110

FLLEE14_GCP72 -0.002 0.008

FLLEE14_GCP88 0.011 0.005

FLLEE14_GCP89 0.020 -0.027

FLLEE14_GCP90 -0.500 -0.385

FLLEE14_GCP91 -0.335 0.093

FLLEE14_GCP92 -0.009 -0.011

FLLEE14_GCP93 -0.469 0.203

FLLEE14_GCP94 -0.286 -0.208

FLLEE14_GCP95 0.001 0.006

FLLEE14_GCP96 0.053 0.036

FLLEE14_GCP97 -0.006 0.006

FLLEE14_GCP98 -0.297 -0.146

FLLEE14_GCP99 -0.002 0.017

FLLEE14_GCP100 0.010 0.006

FLLEE14_GCP101 -0.337 -0.105

FLLEE14_GCP102 -0.040 -0.206

FLLEE14_GCP103 -0.767 0.037

FLLEE14_GCP104 -0.113 -0.187

FLLEE14_GCP106 -0.342 -0.074

FLLEE14_GCP107 -0.282 0.017

FLLEE14_GCP109 0.035 -0.100

FLLEE14_GCP110 -0.386 -0.347

FLLEE14_GCP111 -0.264 -0.170

FLLEE14_GCP114 0.110 -0.084

FLLEE14_GCP115 -0.045 -0.134

FLLEE14_GCP116 -0.216 0.023

FLLEE14_GCP118 0.029 0.063

FLLEE14_GCP134 -0.435 -0.254

FLLEE14_GCP135 0.016 -0.017

Page 163 of 193


FLLEE14_GCP138 0.001 0.006

FLLEE14_GCP139 -0.409 -0.239

FLLEE14_GCP140 -0.012 -0.016

FLLEE14_GCP141 0.003 -0.001

FLLEE14_GCP143 -0.028 -0.008

FLLEE14_GCP144 0.002 0.006

FLLEE14_GCP145 0.002 0.004

FLLEE14_GCP152 0.003 0.004

FLLEE14_GCP153 0.130 -0.335

FLLEE14_GCP155 0.061 -0.109

FLLEE14_GCP156 -0.003 0.003

FLLEE14_GCP157 -0.003 0.021

FLLEE14_GCP245 -0.004 0.015

FLLEE14_GCP246 -0.021 0.021

FLLEE14_GCP247 -0.005 0.001

FLLEE14_GCP292 -0.404 0.063

FLLEE14_GCP294 0.004 0.024

FLLEE14_GCP295 0.019 -0.320

FLLEE14_GCP296 -0.177 -0.504

FLLEE14_GCP297 -0.312 -0.066

FLLEE14_GCP298 -0.002 -0.016

FLLEE14_GCP299 -0.010 -0.001

FLLEE14_GCP300 -0.018 0.009

FLLEE14_GCP301 -0.620 0.002

FLLEE14_BA_PP01 -0.004 -0.005

FLLEE14_BA_PP02 0.000 -0.006

FLLEE14_BA_PP03 -0.002 -0.001

FLLEE14_BC_PP01 0.002 0.003

FLLEE14_BC_PP02 0.001 0.009

FLLEE14_BC_PP03 -0.000 0.007

FLLEE14_BC_PP04 0.007 0.028

FLLEE14_BC_PP05 0.008 0.013

FLLEE14_BC_PP06 0.006 0.017

FLLEE14_BC_PP07 0.011 0.001


x 0.302 [feet] at point 50124460

y 0.298 [feet] at point 20019213

z 1.497 [feet] at point 50124460


x 0.044

y 0.049

z 0.279

Block C


===============================================


Page 164 of 193










----------------------------------------


GNSS-Mode : ON

Drift-Mode : ON


enabled


IMU-Mode : ON

IMU-Boresight : OFF






--------------------------------


Set

0 (=default) : 0.100

1 : 0.010

2 : 0.010


Set

0 (=default) : 0.100

1 : 0.010

2 : 0.010


Set

0 (=default) : 0.003

Page 165 of 193



GNSS X Y Z [user] : 0.300 0.300 0.600



-----------------------

1 38K_A_140124_Camera0


2 38K_A_140125_Camera0


3 38K_A_140128_Camera0


4 38K_A_140212_Camera0


5 38K_A_140216_Camera0


6 38K_A_140217_Camera0


7 38K_C_140211_Camera0


8 40D_A_140214_Camera0


9 40D_B_140214_Camera0


10 577_A_140128_Camera0


11 7LP_A_140303_Camera0


12 5SP_A_140214_Camera0


13 7LP_A_140308_Camera0


14 5SP_A_140216_Camera0


Page 166 of 193


15 5SP_B_140214_Camera0


16 5SP_B_140216_Camera0


17 7LP_A_140217_Camera0


18 7LP_A_140302_Camera0


19 7LP_B_140302_Camera0


20 577_A_140124_Camera0



photos)
















redundancy 2954574


x 1.0 micron

y 1.0 micron


x 1.8 micron

y 1.9 micron


x 0.320 [feet]

Page 167 of 193


y 0.370 [feet]


z 0.115 [feet]


x 0.014 [feet]

y 0.013 [feet]


z 0.002 [feet]


x 0.005 [feet]

y 0.013 [feet]


z 0.000 [feet]


omega 0.012 [deg]

phi 0.010 [deg]

kappa 0.020 [deg]


x 0.195 [feet]

y 0.241 [feet]

z 0.247 [feet]




FLLEE14_GCP72 -0.001 0.031

FLLEE14_GCP73 0.010 0.005

FLLEE14_GCP74 -0.189 0.013

FLLEE14_GCP75 0.097 0.293

FLLEE14_GCP76 -0.368 -0.424

FLLEE14_GCP79 -0.001 -0.105

FLLEE14_GCP80 -0.193 0.055

FLLEE14_GCP81 -0.558 0.255

FLLEE14_GCP82 0.542 0.405

FLLEE14_GCP83 0.351 0.749

FLLEE14_GCP84 0.272 0.468

FLLEE14_GCP85 0.559 0.337

FLLEE14_GCP86 0.643 0.187

FLLEE14_GCP88 0.004 -0.016

FLLEE14_GCP96 0.040 0.021

FLLEE14_GCP97 -0.017 -0.013

FLLEE14_GCP100 -0.005 -0.005

FLLEE14_GCP120 0.086 0.312

FLLEE14_GCP121 0.545 0.030

FLLEE14_GCP122 0.639 -0.017

Page 168 of 193


FLLEE14_GCP123 -0.070 -0.070

FLLEE14_GCP124 0.090 -0.243

FLLEE14_GCP125 0.416 0.045

FLLEE14_GCP126 0.269 0.294

FLLEE14_GCP127 -0.079 -0.829

FLLEE14_GCP128 0.224 0.316

FLLEE14_GCP129 0.327 0.124

FLLEE14_GCP130 -0.028 0.349

FLLEE14_GCP131 0.220 0.453

FLLEE14_GCP132 0.338 -0.353

FLLEE14_GCP133 0.024 0.802

FLLEE14_GCP135 0.002 -0.010

FLLEE14_GCP138 0.001 -0.005

FLLEE14_GCP141 0.002 -0.005

FLLEE14_GCP145 0.002 0.001

FLLEE14_GCP146 -0.025 -0.003

FLLEE14_GCP147 -0.008 0.005

FLLEE14_GCP148 0.002 0.269

FLLEE14_GCP149 0.613 -0.052

FLLEE14_GCP150 0.078 -0.065

FLLEE14_GCP151 0.035 0.061

FLLEE14_GCP152 -0.026 -0.009

FLLEE14_GCP156 -0.005 -0.004

FLLEE14_GCP157 -0.010 -0.013

FLLEE14_GCP243 0.036 -0.341

FLLEE14_GCP244 -0.095 0.387

FLLEE14_GCP245 -0.010 0.001

FLLEE14_GCP246 0.010 -0.009

FLLEE14_GCP247 -0.016 -0.025

FLLEE14_GCP248 -0.001 0.003

FLLEE14_GCP249 -0.002 -0.020

FLLEE14_GCP250 -0.044 0.091

FLLEE14_GCP252 0.002 0.726

FLLEE14_GCP253 -0.057 0.229

FLLEE14_GCP254 -0.211 0.117

FLLEE14_GCP255 0.642 0.901

FLLEE14_GCP256 0.291 0.516

FLLEE14_GCP258 0.644 -0.520

FLLEE14_GCP259 0.619 0.815

FLLEE14_GCP260 -0.017 0.191

FLLEE14_GCP261 -0.538 0.426

FLLEE14_GCP262 0.155 0.212

FLLEE14_GCP263 -0.173 0.704

FLLEE14_GCP266 0.109 0.114

FLLEE14_GCP268 -0.040 0.177

FLLEE14_GCP269 0.078 -0.142

FLLEE14_GCP270 -0.006 0.032

FLLEE14_GCP271 0.162 0.175

FLLEE14_GCP272 -0.041 0.346

FLLEE14_GCP273 0.252 0.513

FLLEE14_GCP274 0.233 0.246

FLLEE14_GCP276 0.211 0.082

FLLEE14_GCP277 0.047 0.341

FLLEE14_GCP278 0.001 0.345

FLLEE14_GCP279 0.022 0.138

FLLEE14_GCP280 -0.125 0.280

FLLEE14_GCP281 0.032 0.382

Page 169 of 193


FLLEE14_GCP282 0.080 0.330

FLLEE14_GCP283 -0.274 -0.091

FLLEE14_GCP286 0.947 0.090

FLLEE14_GCP287 -0.008 0.221

FLLEE14_GCP288 0.299 0.174

FLLEE14_GCP289 0.001 0.017

FLLEE14_GCP291 -0.174 0.288

FLLEE14_CB_PP01 -0.002 -0.003

FLLEE14_CB_PP02 -0.000 -0.009

FLLEE14_CB_PP03 -0.001 -0.009

FLLEE14_CB_PP04 -0.007 -0.026

FLLEE14_CB_PP05 -0.004 -0.008

FLLEE14_CB_PP06 -0.004 -0.015

FLLEE14_CB_PP07 -0.008 0.000


x 0.346 [feet] at point 60051188

y 0.496 [feet] at point 20019203

z 1.502 [feet] at point 20019203


x 0.050

y 0.055

z 0.300

Block Isand 1

Start Post Processing: Wed Apr 16 17:16:19 2014

===============================================










----------------------------------------


GNSS-Mode : ON

Drift-Mode : ON

Page 170 of 193



enabled


IMU-Mode : ON

IMU-Boresight : OFF






--------------------------------


Set

0 (=default) : 0.100


Set

0 (=default) : 0.100


Set

0 (=default) : 0.003


GNSS X Y Z [user] : 0.300 0.300 0.600



-----------------------

1 38K_A_140124_Camera0


2 38K_A_140125_Camera0


3 38K_A_140128_Camera0


Page 171 of 193


4 38K_A_140202_Camera0


5 38K_A_140211_Camera0


6 40D_A_140211_Camera0


7 40D_A_140217_Camera0


8 40D_B_140210_Camera0


9 577_A_140128_Camera0


10 7LP_B_140309_Camera0


11 7LP_A_140217_Camera0


12 7LP_A_140302_Camera0


13 7LP_B_140210_Camera0


14 7LP_B_140211_Camera0


15 7LP_B_140301_Camera0


16 7LP_C_140211_Camera0


17 7LP_B_140302_Camera0


18 577_A_140124_Camera0



photos)




Page 172 of 193














redundancy 556079


x 1.1 micron

y 1.2 micron


x 3.1 micron

y 3.2 micron


x 0.194 [feet]

y 0.184 [feet]


z 0.027 [feet]


omega 0.013 [deg]

phi 0.013 [deg]

kappa 0.025 [deg]


x 0.207 [feet]

y 0.239 [feet]

z 0.300 [feet]




phi 3.5 [deg/1000]



omega 5.8 [deg/1000] at photo 10390_3030040004_B_140309

phi 5.4 [deg/1000] at photo 10390_3030040004_B_140309



Page 173 of 193


x 0.167 [feet]

y 0.160 [feet]

z 0.084 [feet]


x 0.249 [feet] at photo 10390_3030040004_B_140309

y 0.248 [feet] at photo 10390_3030040004_B_140309

z 0.163 [feet] at photo 10507_3080080011_A_140217



FLLEE14_GCP208 0.005 -0.128

FLLEE14_GCP210 0.141 -0.208

FLLEE14_GCP211 0.369 0.160

FLLEE14_GCP212 0.208 0.033

FLLEE14_GCP213 -0.059 -0.118

FLLEE14_GCP214 0.269 -0.004

FLLEE14_GCP215 0.080 -0.416

FLLEE14_GCP216 0.075 0.311

FLLEE14_GCP217 -0.073 0.237

FLLEE14_GCP218 -0.283 0.164

FLLEE14_GCP219 -0.059 -0.119

FLLEE14_GCP220 0.220 0.178

FLLEE14_GCP221 -0.158 0.006

FLLEE14_GCP222 -0.141 -0.007

FLLEE14_GCP223 -0.088 -0.176

FLLEE14_GCP224 -0.121 -0.095

FLLEE14_GCP225 -0.385 0.183


x 0.287 [feet] at point 20001667

y 0.329 [feet] at point 20000142

z 1.485 [feet] at point 100000131


x 0.063

y 0.067

z 0.341

Block Island 2

Start Post Processing: Wed Apr 16 15:36:55 2014

===============================================



Page 174 of 193









----------------------------------------


GNSS-Mode : ON

Drift-Mode : ON


enabled


IMU-Mode : ON

IMU-Boresight : OFF






--------------------------------


Set

0 (=default) : 0.100


Set

0 (=default) : 0.100


Set

0 (=default) : 0.003


Page 175 of 193


GNSS X Y Z [user] : 0.300 0.300 0.600



-----------------------

1 38K_A_140211_Camera0


2 38K_A_140212_Camera0


3 38K_A_140216_Camera0


4 38K_C_140211_Camera0


5 40D_B_140210_Camera0








9 38K_A_140125_Camera0


10 577_A_140124_Camera0



photos)











Page 176 of 193








redundancy 251713


x 1.1 micron

y 1.3 micron


x 2.6 micron

y 2.7 micron


x 0.122 [feet]

y 0.218 [feet]


z 0.024 [feet]


omega 0.015 [deg]

phi 0.014 [deg]

kappa 0.025 [deg]


x 0.181 [feet]

y 0.250 [feet]

z 0.270 [feet]




phi 3.8 [deg/1000]



omega 6.4 [deg/1000] at photo 10204_3150150016_C_140211

phi 6.4 [deg/1000] at photo 10204_3150150016_C_140211



x 0.185 [feet]

y 0.179 [feet]

z 0.102 [feet]


x 0.305 [feet] at photo 10204_3150150016_C_140211

Page 177 of 193


y 0.311 [feet] at photo 10204_3150150016_C_140211

z 0.203 [feet] at photo 10204_3150150016_C_140211



FLLEE14_GCP227 -0.021 0.085

FLLEE14_GCP228 -0.035 0.162

FLLEE14_GCP229 -0.107 -0.226

FLLEE14_GCP230 0.036 0.135

FLLEE14_GCP231 -0.139 0.177

FLLEE14_GCP233 -0.008 0.195

FLLEE14_GCP234 0.045 -0.193

FLLEE14_GCP235 -0.016 0.310

FLLEE14_GCP236 0.170 -0.412

FLLEE14_GCP237 -0.123 0.128

FLLEE14_GCP238 -0.071 -0.221

FLLEE14_GCP240 -0.115 -0.295

FLLEE14_GCP241 0.324 0.187

FLLEE14_GCP242 0.062 -0.033


x 0.332 [feet] at point 40004616

y 0.408 [feet] at point 30011719

z 1.463 [feet] at point 30011719


x 0.074

y 0.077

z 0.380

Block Island 3

Start Post Processing: Thu May 01 11:46:44 2014

===============================================







Page 178 of 193





----------------------------------------


GNSS-Mode : ON

Drift-Mode : OFF

IMU-Mode : ON

IMU-Boresight : OFF






--------------------------------


Set

0 (=default) : 0.150


Set

0 (=default) : 0.150


Set

0 (=default) : 0.003


GNSS X Y Z [user] : 0.300 0.300 0.600



-----------------------

1 40D_B_140210_Camera0


Page 179 of 193






4 577_A_140124_Camera0


35562 measurements in 266 photos are used for adjustment (total 266 photos)

















redundancy 48720


x 1.4 micron

y 1.6 micron


x 0.0 micron

y 0.0 micron


omega 0.024 [deg]

phi 0.011 [deg]

kappa 0.040 [deg]


x 0.263 [feet]

y 0.308 [feet]

z 0.969 [feet]


Page 180 of 193


Appendix H: Control Point Summary

AT Block

Point ID X Y Z DESCRIPTION

A FLLEE14_GCP14 714203.374 873177.629 21.282

Visible- bottom point of turn arrow

B_A FLLEE14_GCP15 721023.108 867467.133 11.054 Visible- driveway corner

A FLLEE14_GCP159 641115.116 887262.149 6.636

Visible- center end of stop line

B_A FLLEE14_GCP16 720864.873 880293.435 23.744


A FLLEE14_GCP160 641131.378 886406.733 7.005


A FLLEE14_GCP161 640603.674 874900.456 5.155 Visible- driveway corner

A FLLEE14_GCP163 638036.675 853770.506 4.789




A FLLEE14_GCP166 643149.441 838026.335 7.315 Visible- tip of chevron




A FLLEE14_GCP17 712903.581 880341.998 23.134






A FLLEE14_GCP174 675392.559 865042.365 14.042




A FLLEE14_GCP177 659285.275 853604.928 9.937


A FLLEE14_GCP178 673381.053 853773.138 11.668 Visible- sidewalk corner





A FLLEE14_GCP183 657968.457 815811.389 5.62

Visible- driveway and sidewalk corner

A FLLEE14_GCP184 659667.077 810275.972 4.528




Page 181 of 193



A FLLEE14_GCP189 671795.659 803137.112 3.421


A FLLEE14_GCP19 705017.746 880246.037 23.759




A FLLEE14_GCP192 681650.554 848579.066 10.363

Visible- point of turn arrow


A FLLEE14_GCP194 676156.974 836896.566 8.259


A FLLEE14_GCP195 683316.958 826798.803 6.361

Visible- point of straight arrow


A FLLEE14_GCP197 678805.771 816979.588 5.128

Visible- center end of paint


A FLLEE14_GCP199 665592.562 837510.183 11.205


A FLLEE14_GCP20 714067.878 865643.644 12.216





A FLLEE14_GCP203 644490.43 818309.291 6.322


A FLLEE14_GCP204 647529.833 826393.093 6.584

Visible- point of straight arrow

A FLLEE14_GCP207 660318.821 841278.109 13.806 Remove- duplicate



A FLLEE14_GCP23 703693.882 866499.889 14.76


A FLLEE14_GCP24 696604.391 868791.717 16.697


A FLLEE14_GCP25 679241.468 884511.335 21.843 Not visible

A FLLEE14_GCP26 678139.002 886419.896 23.864


A FLLEE14_GCP27 678089.853 886505.748 23.818




B_A FLLEE14_GCP299 724205.453 865633.3 11.956




Page 182 of 193


A FLLEE14_GCP32 688704.1 860307.808 17.788 Not visible

A FLLEE14_GCP33 697016.189 853721.187 9.829


AT Block


B FLLEE14_GCP10 734143.166 875368.589 16.891 Visible- point of turn arrow

B_C FLLEE14_GCP100 769173.72 802713.115 29.049 Visible- driveway corner

B FLLEE14_GCP101 756693.057 813927.681 30.619 Visible- center end of stop line

B FLLEE14_GCP102 762598.97 812039.484 27.447 Visible- driveway corner





B FLLEE14_GCP108 739293.579 837103.381 22.632 Not visible


B FLLEE14_GCP11 734210.523 886712.635 26.511 Visible- painted X




B FLLEE14_GCP115 702006.397 827763.253 13.412 Visible- driveway and sidewalk corner

B FLLEE14_GCP116 691944.31 822616.273 10.685 Visible- tip of chevron





B FLLEE14_GCP134 749797.497 817288.218 28.424 Visible- sidewalk corner

B_C FLLEE14_GCP135 717500.446 804886.13 18.724 Visible- sidewalk corner




B_C FLLEE14_GCP141 689543.846 804131.318 7.021 Visible- tip of chevron

B FLLEE14_GCP143 685014.061 806562.779 7.565 Visible- center of paint intersection?


C_B FLLEE14_GCP145 677858.488 796519.61 4.817 Visible- driveway corner

B_A FLLEE14_GCP15 721023.108 867467.133 11.054 Visible- driveway corner

C_B FLLEE14_GCP152 685041.853 795234.357 7.501 Visible- sidewalk corner



C_B FLLEE14_GCP156 698946.131 797664.921 8.4 Visible- tip of chevron

C_B FLLEE14_GCP157 705711.016 797936.525 15.483 Visible- point of turn arrow

Page 183 of 193


B_A FLLEE14_GCP16 720864.873 880293.435 23.744 Visible- center end of stop line

B FLLEE14_GCP2 786049.13 876112.808 18.64 Visible- center end of paint


B_C FLLEE14_GCP246 720240.534 802025.973 20.297 Visible- center end of stop line

C_B FLLEE14_GCP247 712355.83 799339.822 17.729 Visible- driveway and sidewalk corner







B_A FLLEE14_GCP299 724205.453 865633.3 11.956 Visible- center end of stop line



B FLLEE14_GCP301 733492.919 868345.364 5.018 Visible- paint corner

B FLLEE14_GCP34 793764.405 869647.283 13.737 Visible in cross strips, painted X








B FLLEE14_GCP41 742884.343 862763.534 11.18 Paint corner


















Page 184 of 193

















B_C_B FLLEE14_GCP71 725854.157 805008.312 23.59 Not visible

C FLLEE14_GCP72 734540.746 794044.135 27.108 Visible- tip of chevron


C_B FLLEE14_GCP87 795818.308 795170.837 31.068 Not visible



B FLLEE14_GCP9 745657.205 874757.244 13.639 Visible- concrete corner on side of road








B_C FLLEE14_GCP97 778092.928 800197.523 31.352 Paint corner



AT Block


B_C FLLEE14_GCP100 769173.72 802713.115 29.049 Visible- driveway corner

C FLLEE14_GCP112 718528.085 776762.912 14.576 Not visible

C FLLEE14_GCP113 725220.472 767734.862 15.367 Visible- sidewalk corner


C FLLEE14_GCP121 763107.959 724017.206 17.432 Visible- point of turn arrow

Page 185 of 193





C FLLEE14_GCP125 741780.742 726632.842 13.624 Visible- driveway corner






C FLLEE14_GCP131 719223.066 736137.902 13.629 Visible- road corner





B_C FLLEE14_GCP141 689543.846 804131.318 7.021 Visible- tip of chevron






C FLLEE14_GCP150 657583.904 792813.263 4.694 Visible- center end of stop line


C_B FLLEE14_GCP152 685041.853 795234.357 7.501 Visible- sidewalk corner


C_B FLLEE14_GCP156 698946.131 797664.921 8.4 Visible- tip of chevron





B_C FLLEE14_GCP246 720240.534 802025.973 20.297 Visible- center end of stop line

C_B FLLEE14_GCP247 712355.83 799339.822 17.729 Visible- driveway and sidewalk corner







C FLLEE14_GCP255 712222.363 758351.767 11.078 Visible- pavement change


C FLLEE14_GCP258 674471.716 781852.83 6.75 Visible- asphalt road corner


Page 186 of 193






C FLLEE14_GCP266 694405.461 752792.323 9.028 Visible- center of paint at change in pavement

















C FLLEE14_GCP287 737240.79 736851.707 13.066 Visible- catch basin corner




B_C FLLEE14_GCP71 725854.157 805008.312 23.59 Not visible




C FLLEE14_GCP75 736168.545 784972.498 23.808 Visible- bottom point of turn arrow




C FLLEE14_GCP79 738160.695 767861.815 20.384 Visible- concrete corner



C FLLEE14_GCP82 766549.14 758556.274 19.894 Visible- basketball court corner

C FLLEE14_GCP83 766509.568 758606.739 19.484 Visible- basketball court corner




Page 187 of 193


C_B FLLEE14_GCP87 795818.308 795170.837 31.068 Not visible



B_C FLLEE14_GCP97 778092.928 800197.523 31.352 Paint corner

AT Block


Island 1 FLLEE14_GCP208 631367.127 832474.737 4.141

Visible- center of paint at change in pavement

Island 1 FLLEE14_GCP210 635635.885 787719.504 4.013

Visible- driveway corner

Island 1 FLLEE14_GCP211 627949.604 796582.897 4.9


Island 1 FLLEE14_GCP212 627221.605 801259.655 6.531


Island 1 FLLEE14_GCP213 629573.765 804731.713 2.741


Island 1 FLLEE14_GCP214 622747.61 812690.11 7.8

Visible- sidewalk corner

Island 1 FLLEE14_GCP215 620882.793 810283.81 5.016


Island 1 FLLEE14_GCP216 619083.739 819307.894 5.034


Island 1 FLLEE14_GCP217 617626.195 828080.785 6.846


Island 1 FLLEE14_GCP218 615679.709 835596.021 6.287


Island 1 FLLEE14_GCP219 619027.616 836232.764 3.614


Island 1 FLLEE14_GCP220 612941.757 844527.614 9.464


Island 1 FLLEE14_GCP221 610203.948 847174.858 8.155


Island 1 FLLEE14_GCP222 607416.993 851928.918 6.294


Island 1 FLLEE14_GCP223 611300.769 854556.232 6.693


Island 1 FLLEE14_GCP224 607428.276 856524.56 5.627


Island 1 FLLEE14_GCP225 621924.444 829040.666 6.581


AT Block


Island FLLEE14_GCP227 644117.776 770320.729 10.53 Visible- point of turn arrow

Page 188 of 193


2

Island 2 FLLEE14_GCP228 644670.919 766335.409 4.925


Island 2 FLLEE14_GCP229 638000.388 775337.148 3.457


Island 2 FLLEE14_GCP230 637247.448 763931.374 3.614

Visible- center end of paint on sidewalk

Island 2 FLLEE14_GCP231 629851.96 765521.567 4.191

Visible- tip of chevron

Island 2 FLLEE14_GCP233 622641.403 763515.861 5.253


Island 2 FLLEE14_GCP234 617440.792 768283.733 3.759

Visible- center end of paint on sidewalk

Island 2 FLLEE14_GCP235 609743.946 770839.315 3.563


Island 2 FLLEE14_GCP236 605262.365 774905.28 3.449


Island 2 FLLEE14_GCP237 603536.238 778194.588 4.031


Island 2 FLLEE14_GCP238 596789.175 781084.79 9.121


Island 2 FLLEE14_GCP240 591453.159 804896.124 4.131

Visible- paint corner

Island 2 FLLEE14_GCP241 591758.119 804921.128 3.25

Visible- dock corner

Island 2 FLLEE14_GCP242 593061.415 798131.255 2.877

Visible- asphalt road corner

Page 189 of 193


Appendix I: AccuPlus Tile List

5650E8950N

5700E8950N

5650E8900N

5700E8900N

5750E8900N

6350E8900N

6400E8900N

6450E8900N

6500E8900N

6550E8900N

6600E8900N

6650E8900N

6700E8900N

6750E8900N

6800E8900N

6850E8900N

6900E8900N

6950E8900N

7000E8900N

7050E8900N

7100E8900N

7150E8900N

7200E8900N

7250E8900N

7300E8900N

7350E8900N

7400E8900N

7450E8900N

7500E8900N

7550E8900N

7600E8900N

7650E8900N

7700E8900N

7750E8900N

7800E8900N

7850E8900N

7900E8900N

7950E8900N

5650E8850N

5700E8850N

5750E8850N

6350E8850N

6400E8850N

6450E8850N

6500E8850N

6550E8850N

6600E8850N

6650E8850N

6700E8850N

6750E8850N

6800E8850N

6850E8850N

6900E8850N

6950E8850N

7000E8850N

7050E8850N

7100E8850N

7150E8850N

7200E8850N

7250E8850N

7300E8850N

7350E8850N

7400E8850N

7450E8850N

7500E8850N

7550E8850N

7600E8850N

7650E8850N

7700E8850N

7750E8850N

7800E8850N

7850E8850N

7900E8850N

7950E8850N

5650E8800N

5700E8800N

5750E8800N

6250E8800N

6300E8800N

6350E8800N

6400E8800N

6450E8800N

6500E8800N

6550E8800N

6600E8800N

6650E8800N

6700E8800N

6750E8800N

6800E8800N

6850E8800N

6900E8800N

6950E8800N

7000E8800N

7050E8800N

7100E8800N

7150E8800N

7200E8800N

7250E8800N

7300E8800N

7350E8800N

7400E8800N

7450E8800N

7500E8800N

7550E8800N

7600E8800N

7650E8800N

7700E8800N

7750E8800N

7800E8800N

7850E8800N

7900E8800N

7950E8800N

5650E8750N

5700E8750N

5750E8750N

6250E8750N

6300E8750N

6350E8750N

6400E8750N

6450E8750N

6500E8750N

6550E8750N

6600E8750N

6650E8750N

6700E8750N

6750E8750N

6800E8750N

6850E8750N

6900E8750N

6950E8750N

7000E8750N

7050E8750N

7100E8750N

7150E8750N

7200E8750N

7250E8750N

7300E8750N

7350E8750N

7400E8750N

7450E8750N

7500E8750N

7550E8750N

7600E8750N

7650E8750N

7700E8750N

7750E8750N

7800E8750N

7850E8750N

7900E8750N

7950E8750N

5550E8700N

5600E8700N

5650E8700N

5700E8700N

5750E8700N

5850E8700N

5900E8700N

5950E8700N

6000E8700N

6050E8700N

6100E8700N

6150E8700N

6200E8700N

6250E8700N

6300E8700N

6350E8700N

6400E8700N

6450E8700N

6500E8700N

6550E8700N

6600E8700N

6650E8700N

6700E8700N

6750E8700N

6800E8700N

6850E8700N

6900E8700N

6950E8700N

7000E8700N

7050E8700N

7100E8700N

7150E8700N

7200E8700N

7250E8700N

7300E8700N

7350E8700N

7400E8700N

7450E8700N

7500E8700N

7550E8700N

7600E8700N

7650E8700N

7700E8700N

7750E8700N

7800E8700N

7850E8700N

7900E8700N

7950E8700N

5550E8650N

5600E8650N

5650E8650N

5700E8650N

5750E8650N

5850E8650N

5900E8650N

5950E8650N

6000E8650N

6050E8650N

6100E8650N

6150E8650N

6200E8650N

6250E8650N

6300E8650N

6350E8650N

6400E8650N

6450E8650N

6500E8650N

6550E8650N

6600E8650N

6650E8650N

6700E8650N

6750E8650N

6800E8650N

6850E8650N

6900E8650N

6950E8650N

7000E8650N

7050E8650N

7100E8650N

7150E8650N

7200E8650N

7250E8650N

7300E8650N

7350E8650N

7400E8650N

7450E8650N

7500E8650N

7550E8650N

7600E8650N

7650E8650N

7700E8650N

7750E8650N

7800E8650N

7850E8650N

7900E8650N

7950E8650N

5550E8600N

5600E8600N

5650E8600N

5700E8600N

5750E8600N

5800E8600N

5850E8600N

5900E8600N

5950E8600N

6000E8600N

6050E8600N

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