MicroSurvey STAR*NET-PRO Version 8,1,2,990 Run Date: Fri Jan 13 2017 09:28:48 Summary of Files Used and Option Settings ========================================= Project Folder and Data Files Project Name 1470113 Project Folder C:\USERS\TAYLOR\DOWNLOADS Data File List 1. GREEN VALLEY LAKES_FIELD_011217.dat Project Option Settings STAR*NET Run Mode : Adjust with Error Propagation Type of Adjustment : 3D Project Units : FeetInt; DMS Coordinate System : LOCAL Apply Average Scale Factor : 1.0000000000 Input/Output Coordinate Order : North-East Angle Data Station Order : At-From-To Distance/Vertical Data Type : Slope/Zenith Convergence Limit; Max Iterations : 0.010000; 10 Default Coefficient of Refraction : 0.070000 Earth Radius : 6372000.00 Meters Create Coordinate File : Yes Create Ground Scale Coordinate File : No Create Dump File : No Instrument Standard Error Settings Project Default Instrument Distances (Constant) : 0.005000 FeetInt Distances (PPM) : 2.000000 Angles : 5.000000 Seconds Directions : 3.000000 Seconds Azimuths & Bearings : 4.000000 Seconds Zeniths : 5.000000 Seconds Elevation Differences (Constant) : 0.050000 FeetInt Elevation Differences (PPM) : 0.000000 Differential Levels : 0.010000 FeetInt / Mile Centering Error Instrument : 0.005000 FeetInt Centering Error Target : 0.010000 FeetInt Centering Error Vertical : 0.010000 FeetInt Summary of Controlling Stations =============================== Partially Fixed N E Elev Description StdErr StdErr StdErr 426 682194.0125 1135839.2161 72.0791 TRAV 88 GPS 0.0100 0.0100 0.0100 778 680426.2446 1136604.0479 69.8221 SPK 564 0.0100 0.0100 0.0100 779 680437.2957 1136606.7465 70.3581 2' TR W/WIRE 0.0100 0.0100 0.0100 Adjustment Statistical Summary ============================== Iterations = 2 Number of Stations = 31 Number of Observations = 106 Number of Unknowns = 93 Number of Redundant Obs = 13 Observation Count Sum Squares Error of StdRes Factor Coordinates 9 0.416 0.614 Angles 32 4.265 1.042 Distances 33 0.758 0.433 Zeniths 32 10.705 1.652 Total 106 16.145 1.114 The Chi-Square Test at 5.00% Level Passed Lower/Upper Bounds (0.621/1.379) Adjusted Station Information ============================ Coordinate Changes from Entered Provisionals (FeetInt) Station dN dE dZ 426 0.0025 -0.0011 -0.0045 778 -0.0011 0.0005 0.0022 779 -0.0014 0.0006 0.0023 Adjusted Coordinates (FeetInt) Station N E Elev Description 426 682194.0150 1135839.2150 72.0746 TRAV 88 GPS 757 682051.7258 1135509.3833 59.1399 TRAV MAG 758 681914.9869 1135333.5657 61.3153 TRAV MAG 759 681626.0438 1135177.5140 60.7568 TRAV MAG 760 681230.3821 1134951.0778 70.0421 TRAV MAG 761 680905.7402 1135112.4977 63.2026 SPK 646 763 680782.7130 1135194.2733 61.5879 TRAV SPK 765 680388.7595 1135196.5993 86.0966 SPK S 768 680110.0708 1135430.8829 85.9606 TRAV SPK S 771 680082.0892 1135774.2309 49.9064 TRAV SPK S 774 680198.8881 1136126.6313 59.2005 TRAV SPK S 775 680284.7192 1136387.7139 64.7818 TRAV SPK S 777 680429.8071 1136600.6040 70.3929 TRAV SPK S 778 680426.2434 1136604.0484 69.8243 SPK 564 779 680437.2943 1136606.7471 70.3605 2' TR W/WIRE 780 680522.5962 1136767.6399 63.7747 TRAV SPK S 781 680598.3962 1136894.0549 64.8706 spk s 782 680601.5280 1137039.0645 63.7549 spk s 787 680670.2615 1137143.7600 61.7079 TRAV SPK 789 680725.1321 1137332.1951 74.2495 TRAV SPK 805 681036.1634 1137228.1072 73.8961 SPK S 812 681252.0794 1137143.1208 72.6230 SPK S 817 681519.0381 1137023.5591 67.8692 SPK S 822 681724.3637 1136989.2793 69.1601 SPK S 823 681864.1469 1136997.6753 100.2392 MAG S 824 682074.1756 1136890.8845 85.1799 SPK S 825 682244.7998 1136875.9954 110.9032 SPK S 826 682343.8617 1136768.3487 103.6044 SPK S 827 682347.7147 1136551.6180 70.1038 SPK S 828 682305.3881 1136395.8579 69.9341 SPK S 829 682214.8055 1136186.5770 77.3173 TRAV 96 GPS Adjusted Observations and Residuals =================================== Adjusted Coordinate Observations (FeetInt) (Stations with Partially Fixed Coordinate Components) Station Component Adj Coordinate Residual StdErr StdRes File:Line 426 Elev 72.0746 -0.0045 0.0100 0.5 1:14 N 682194.0150 0.0025 0.0100 0.2 E 1135839.2150 -0.0011 0.0100 0.1 779 Elev 70.3605 0.0023 0.0100 0.2 1:16 N 680437.2943 -0.0014 0.0100 0.1 E 1136606.7471 0.0006 0.0100 0.1 778 Elev 69.8243 0.0022 0.0100 0.2 1:15 N 680426.2434 -0.0011 0.0100 0.1 E 1136604.0484 0.0005 0.0100 0.0 Adjusted Angle Observations (DMS) At From To Angle Residual StdErr StdRes File:Line 426 829 757 160-05-23.58 0-00-09.58 11.23 0.9 1:28 757 426 758 165-27-43.19 0-00-11.19 14.11 0.8 1:30 758 757 759 156-14-44.93 0-00-08.93 14.43 0.6 1:32 828 827 829 171-47-53.84 0-00-11.84 19.71 0.6 1:126 777 775 780 185-13-21.69 0-00-08.69 17.14 0.5 1:62 829 828 426 199-58-44.71 0-00-06.71 14.00 0.5 1:129 789 787 805 87-43-55.36 -0-00-06.64 14.53 0.5 1:92 787 782 789 197-03-00.69 -0-00-09.31 24.18 0.4 1:75 768 765 771 134-42-41.95 -0-00-04.05 11.04 0.4 1:49 805 789 812 177-01-04.83 -0-00-05.17 14.18 0.4 1:100 827 826 828 163-46-44.07 0-00-07.07 20.02 0.4 1:124 780 777 781 178-06-17.58 0-00-07.58 22.16 0.3 1:64 765 763 768 140-17-08.63 -0-00-03.37 10.53 0.3 1:45 812 805 817 177-21-32.51 -0-00-04.49 14.74 0.3 1:106 823 822 824 149-36-40.70 -0-00-06.30 21.16 0.3 1:116 822 817 823 192-54-56.00 -0-00-06.00 22.14 0.3 1:114 759 758 760 181-24-35.70 0-00-02.70 10.68 0.3 1:33 763 761 765 213-16-24.65 -0-00-04.35 18.26 0.2 1:41 771 768 774 157-00-13.48 -0-00-02.52 11.12 0.2 1:53 817 812 822 194-38-51.76 -0-00-03.24 15.61 0.2 1:112 761 760 763 172-49-33.19 -0-00-03.81 18.67 0.2 1:38 775 774 777 163-55-23.80 0-00-02.80 14.30 0.2 1:58 829 828 426 199-58-44.71 0-00-02.71 14.00 0.2 1:128 782 781 787 147-57-07.02 -0-00-04.98 26.76 0.2 1:72 825 824 826 137-36-32.13 -0-00-03.87 22.75 0.2 1:120 777 775 779 163-38-35.14 -0-00-35.86 239.78 0.1 1:61 824 823 825 201-57-51.45 -0-00-02.55 18.73 0.1 1:118 781 780 782 209-42-36.85 0-00-02.85 24.68 0.1 1:66 777 775 778 260-15-01.51 -0-00-23.49 471.41 0.0 1:60 760 759 761 123-46-47.69 -0-00-00.31 9.91 0.0 1:35 774 771 775 180-08-19.88 -0-00-00.12 12.44 0.0 1:55 826 825 827 138-23-48.14 0-00-00.14 20.90 0.0 1:122 Adjusted Distance Observations (FeetInt) From To Distance Residual StdErr StdRes File:Line 426 829 347.9837 0.0051 0.0125 0.4 1:26 829 426 348.0140 -0.0046 0.0125 0.4 1:128 823 824 236.0747 -0.0028 0.0125 0.2 1:116 812 817 292.5530 -0.0026 0.0125 0.2 1:106 789 805 327.9861 -0.0026 0.0125 0.2 1:92 817 822 208.1719 -0.0025 0.0124 0.2 1:112 805 812 232.0430 -0.0025 0.0124 0.2 1:100 825 826 146.4741 -0.0022 0.0124 0.2 1:120 765 768 364.0828 -0.0019 0.0126 0.2 1:45 761 763 147.7334 -0.0018 0.0124 0.1 1:38 760 761 362.6219 -0.0018 0.0126 0.1 1:35 824 825 173.1508 -0.0016 0.0125 0.1 1:118 768 771 346.3472 -0.0015 0.0126 0.1 1:49 777 778 4.9887 -0.0014 0.0123 0.1 1:60 763 765 394.7134 -0.0014 0.0126 0.1 1:41 826 827 219.3201 -0.0013 0.0125 0.1 1:122 782 787 125.2600 -0.0013 0.0124 0.1 1:72 777 780 191.2061 -0.0012 0.0124 0.1 1:62 777 779 9.6881 0.0011 0.0123 0.1 1:61 822 823 143.4122 -0.0010 0.0125 0.1 1:114 780 781 147.4033 -0.0010 0.0124 0.1 1:64 828 829 228.1554 0.0010 0.0124 0.1 1:126 771 774 371.3598 -0.0010 0.0126 0.1 1:53 774 775 274.8886 -0.0010 0.0125 0.1 1:55 426 757 359.4425 0.0008 0.0126 0.1 1:28 829 426 348.0140 -0.0006 0.0125 0.1 1:129 758 759 328.3912 -0.0005 0.0125 0.0 1:32 759 760 455.9735 -0.0005 0.0126 0.0 1:33 775 777 257.6931 -0.0004 0.0125 0.0 1:58 827 828 161.4087 0.0004 0.0124 0.0 1:124 757 758 222.7398 0.0003 0.0124 0.0 1:30 781 782 145.0465 0.0002 0.0124 0.0 1:66 787 789 196.6524 -0.0000 0.0124 0.0 1:75 Adjusted Zenith Observations (DMS) From To Zenith Residual StdErr StdRes File:Line 829 426 90-45-23.57 -0-00-16.43 9.76 1.7 1:129 829 426 90-45-23.57 0-00-09.57 9.76 1.0 1:128 789 805 90-03-05.87 -0-00-07.13 10.20 0.7 1:92 812 817 90-59-03.45 -0-00-07.55 11.15 0.7 1:106 824 825 81-33-13.41 -0-00-11.59 17.51 0.7 1:118 822 823 77-32-29.32 -0-00-13.68 20.77 0.7 1:114 805 812 90-18-17.15 -0-00-08.85 13.53 0.7 1:100 828 829 88-12-13.08 -0-00-08.92 13.71 0.7 1:126 817 822 89-37-42.35 -0-00-09.65 14.88 0.6 1:112 787 789 86-23-14.93 -0-00-10.07 15.64 0.6 1:75 823 824 93-33-37.46 -0-00-08.54 13.32 0.6 1:116 777 780 92-05-51.78 -0-00-10.22 16.05 0.6 1:62 826 827 98-45-17.00 -0-00-09.00 14.15 0.6 1:122 827 828 90-02-59.15 -0-00-11.85 18.75 0.6 1:124 780 781 89-33-17.16 -0-00-12.84 20.41 0.6 1:64 781 782 90-21-56.99 -0-00-13.01 20.72 0.6 1:66 782 787 90-58-56.21 -0-00-14.79 23.82 0.6 1:72 825 826 92-51-51.32 -0-00-12.68 20.52 0.6 1:120 777 778 96-32-38.66 0-03-13.66 590.60 0.3 1:60 777 779 91-29-34.20 0-01-38.20 300.77 0.3 1:61 768 771 95-56-32.48 0-00-00.48 9.78 0.0 1:49 760 761 91-04-12.35 0-00-00.35 9.47 0.0 1:35 759 760 88-48-26.28 0-00-00.28 8.12 0.0 1:33 765 768 90-00-33.32 0-00-00.32 9.44 0.0 1:45 758 759 90-07-01.33 0-00-00.33 10.19 0.0 1:32 771 774 88-37-13.29 0-00-00.29 9.31 0.0 1:53 761 763 90-34-47.63 0-00-00.63 20.37 0.0 1:38 757 758 89-30-36.43 0-00-00.43 14.02 0.0 1:30 426 757 92-02-25.29 0-00-00.29 9.53 0.0 1:28 775 777 88-43-25.37 0-00-00.37 12.37 0.0 1:58 774 775 88-48-35.34 0-00-00.34 11.73 0.0 1:55 763 765 86-27-39.22 0-00-00.22 8.92 0.0 1:41 Adjusted Azimuth/Bearing Observations (DMS) From To Bearing Residual StdErr StdRes File:Line 426 829 N86-34-29.22E -0-00-24.78 FREE 0.0 1:18 Sideshot Coordinates Computed After Adjustment ============================================== Station N E Elev Description 762 680980.8699 1135103.5299 62.6893 IPIN 1/2" UP3 764 680760.1325 1135163.1375 59.8734 CB C 766 680539.6872 1135255.6765 65.8612 4X4 MON W/CROSS 767 680379.0871 1135339.4370 71.5765 .5" IPIN IN STONE 769 680053.0603 1135485.5525 70.0664 4X4 MON W/CROSS 770 680039.7259 1135467.8667 76.5216 SPK 723 772 680212.9462 1135945.2365 54.1923 SPK 189 773 680068.6437 1135876.1775 54.5916 SPK 522 776 680327.5179 1136364.9265 64.6831 SPK 541 783 680602.6696 1137025.2123 64.5389 SW E 784 680620.5503 1137054.4110 64.8345 15"TREE W/WIRE 785 680626.0971 1137066.1531 64.0472 SW E 786 680595.3687 1137006.1685 64.7350 15"TREE W/WIRE 788 680707.8027 1137218.5503 61.1060 24"TREE W/WIRE 790 680726.9556 1137265.7100 65.0006 12" TR W/WIRE 791 680745.6661 1137294.8640 69.7546 STUMP W/WIRE 792 680754.8777 1137313.2617 75.6798 18" TR W/WIRE 793 680755.9470 1137318.3316 75.5486 16" TR W/WIRE 794 680779.8766 1137364.4667 84.1494 STN PILE W/WIRE 795 680804.0233 1137409.8257 82.9199 WIRE REMAINS 796 680756.6069 1137376.2279 100.9563 YLW FLAGGING 797 680827.4426 1137475.8849 121.4164 STN PL? 798 680630.8648 1137634.9317 140.4971 TOP RIDGE 799 680796.3751 1137543.8578 155.7659 TOP RIDGE 800 680819.7815 1137518.9763 163.3735 TOP RIDGE 801 680844.2918 1137489.6711 143.3090 FACE RIDGE 802 680852.9683 1137474.4844 155.4440 TOP RIDGE 803 680905.6579 1137430.2633 151.3535 TOP RIDGE 804 680754.4687 1137347.8985 93.0445 TOP RIDGE 806 680984.5141 1137391.2555 150.1336 FACE RIDGE 807 680999.1213 1137342.3520 138.0714 TOP RIDGE 808 681108.1654 1137363.8281 160.3487 TOP RIDGE 809 681173.3192 1137316.8912 143.8418 FACE RIDGE 810 681281.2186 1137292.4217 165.5032 TOP RIDGE 811 681372.4545 1137257.2612 173.4344 TOP RIDGE 813 681203.2311 1137318.7200 162.5932 TOP RIDGE 814 681286.4301 1137284.8808 142.6649 FACE RIDGE 815 681417.8397 1137241.1273 177.3121 TOP RIDGE 816 681481.9974 1137175.9339 154.4368 TOP RIDGE 818 681491.1648 1137183.0675 163.2255 TOP RIDGE 819 681537.5730 1137169.5292 154.2312 TOP RIDGE 820 681575.3467 1137140.7085 144.5068 TOP RIDGE 821 681643.6245 1137124.3077 131.6830 TOP RIDGE Error Propagation ================= Station Coordinate Standard Deviations (FeetInt) Station N E Elev 426 0.009920 0.009985 0.009742 757 0.027815 0.017883 0.018254 758 0.037201 0.023928 0.022304 759 0.042445 0.030489 0.025461 760 0.047491 0.038550 0.027883 761 0.047212 0.045156 0.028983 763 0.048160 0.044259 0.029284 765 0.049366 0.036512 0.028960 768 0.048319 0.034786 0.027827 771 0.043079 0.032571 0.025870 774 0.033258 0.026841 0.022674 775 0.021570 0.020322 0.018483 777 0.010825 0.010882 0.011796 778 0.008877 0.008891 0.009064 779 0.008879 0.008880 0.009062 780 0.021632 0.017845 0.018232 781 0.032959 0.024745 0.022245 782 0.044659 0.027521 0.025182 787 0.050892 0.030849 0.027368 789 0.056989 0.033078 0.029099 805 0.055735 0.040405 0.030500 812 0.056497 0.046247 0.031221 817 0.058900 0.050613 0.031500 822 0.060087 0.051557 0.031320 823 0.060630 0.047193 0.030790 824 0.060617 0.035921 0.029753 825 0.060824 0.029207 0.028336 826 0.057505 0.026966 0.026431 827 0.049276 0.023936 0.023731 828 0.042078 0.019261 0.020236 829 0.027875 0.012491 0.014815 Station Coordinate Error Ellipses (FeetInt) Confidence Region = 95% Station Semi-Major Semi-Minor Azimuth of Elev Axis Axis Major Axis 426 0.024477 0.024244 66-31 0.019095 757 0.070876 0.039089 160-32 0.035778 758 0.096655 0.048785 157-09 0.043714 759 0.114503 0.057031 151-00 0.049902 760 0.133934 0.066922 145-01 0.054649 761 0.136615 0.083116 137-47 0.056807 763 0.135908 0.084630 140-30 0.057396 765 0.132843 0.070294 150-41 0.056760 768 0.131925 0.061925 149-53 0.054540 771 0.119287 0.056972 147-51 0.050704 774 0.092118 0.049577 146-16 0.044440 775 0.060374 0.040211 139-26 0.036226 777 0.026688 0.026445 62-46 0.023120 778 0.021777 0.021714 60-36 0.017765 779 0.021752 0.021719 47-49 0.017762 780 0.055518 0.040363 154-02 0.035734 781 0.087400 0.050384 151-55 0.043599 782 0.113949 0.059184 160-42 0.049355 787 0.130185 0.065359 160-22 0.053640 789 0.144292 0.072072 162-50 0.057033 805 0.145791 0.084490 154-22 0.059779 812 0.146531 0.102309 152-30 0.061192 817 0.146939 0.120594 160-15 0.061740 822 0.147305 0.125935 173-52 0.061386 823 0.148410 0.115511 179-20 0.060348 824 0.148920 0.086999 173-57 0.058315 825 0.149918 0.069291 172-24 0.055537 826 0.143295 0.060298 168-05 0.051803 827 0.123433 0.052394 166-26 0.046511 828 0.104922 0.042689 167-57 0.039662 829 0.068414 0.030165 175-20 0.029036 Relative Error Ellipses (FeetInt) Confidence Region = 95% Stations Semi-Major Semi-Minor Azimuth of Vertical From To Axis Axis Major Axis 426 757 0.066340 0.030667 158-41 0.031202 426 829 0.065443 0.017729 176-30 0.022426 757 758 0.037085 0.030242 150-53 0.028657 758 759 0.042661 0.030571 121-50 0.030557 759 760 0.053330 0.030841 122-42 0.033475 760 761 0.045975 0.030494 58-47 0.031280 761 763 0.030171 0.023474 148-38 0.027687 763 765 0.051498 0.030563 94-53 0.031967 765 768 0.042236 0.030559 53-55 0.031316 768 771 0.039052 0.030685 177-20 0.030827 771 774 0.047290 0.030475 155-10 0.031471 774 775 0.044535 0.030372 156-19 0.029521 775 777 0.054109 0.030381 142-16 0.029218 777 778 0.024809 0.023677 134-48 0.022307 777 779 0.024817 0.023564 41-44 0.022206 777 780 0.049565 0.030359 151-31 0.028328 780 781 0.043636 0.030247 149-47 0.027808 781 782 0.044495 0.030196 1-56 0.027784 782 787 0.035069 0.030166 151-33 0.027586 787 789 0.043834 0.030274 169-09 0.028380 789 805 0.063238 0.030439 69-20 0.030721 805 812 0.040882 0.030206 63-22 0.028942 812 817 0.049305 0.030390 63-14 0.030007 817 822 0.037845 0.030254 79-59 0.028577 822 823 0.031263 0.030119 138-35 0.027398 823 824 0.055446 0.030367 63-59 0.028973 824 825 0.043098 0.030364 89-39 0.027926 825 826 0.036942 0.030150 47-17 0.027778 826 827 0.050740 0.030723 0-07 0.028544 827 828 0.035629 0.030226 158-48 0.027965 828 829 0.044444 0.030401 153-48 0.028845 Elapsed Time = 00:00:00 24 46 01 00000001 Top of File 01 00000005 Summary of Files Used and Option Settings 02 00000008 Project Folder and Data Files 02 00000014 Project Option Settings 02 00000031 Instrument Standard Error Settings 03 00000033 Project Default Instrument 01 00000047 Summary of Controlling Stations 02 00000050 Partially Fixed Coordinates 01 00000059 Adjustment Statistical Summary 01 00000082 Adjusted Station Information 02 00000085 Coordinate Changes from Entered Provisionals 02 00000092 Adjusted Coordinates 01 00000127 Adjusted Observations and Residuals 02 00000130 Adjusted Coordinate Observations 02 00000144 Adjusted Angle Observations 02 00000180 Adjusted Distance Observations 02 00000217 Adjusted Zenith Observations 02 00000253 Adjusted Azimuth/Bearing Observations 01 00000258 Sideshot Coordinates Computed After Adjustment 01 00000306 Error Propagation 02 00000309 Station Coordinate Standard Deviations 02 00000344 Station Coordinate Error Ellipses 02 00000381 Relative Error Ellipses 01 00000417 End of File 00006BA2 STAR*NET 000185BE