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Survey Data Baron Fork at Dutch Mills, Arkansas

Easting (feet) Northing (feet) Station - Profile (feet) Elevation (feet) Description Water Depth (meters)
        Gage Reading:1.62 Ft @ 9:00 am  
1000 1000   26.1 RM 2 Chiseled square, DS WingWall, LHS of Bridge  
997.9 1188.3   26.1 RM 1 USGS Bronze Tablet on DS WW RHS  
985.4 1107.5 0 -2.15 Thalweg 1.09
943.6 1104.8 41.88711019 -1.18 Thalweg 0.86
911.2 1086.4 79.14727659 -0.82 Thalweg 0.69
871.9 1083 118.5940762 0.27 Thalweg 0.41
847.1 1066.1 148.6049076 0.62 Thalweg 0.24
811.4 1058.3 185.147075 0.6 Thalweg 0.31
776.1 1050.6 221.2771179 0.73 Thalweg 0.26
744 1038.5 255.5819281 0.75 Thalweg 0.26
709.7 1036 289.9729153 0.23 Thalweg 0.14
664.8 1034.6 334.8947362 -0.25 Thalweg 0.29
635.7 1027.4 364.8722278 -0.53 Thalweg 0.32
590.6 1023 410.1863536 -0.62 Thalweg 0.16
557.6 1013.8 444.4447832 -0.75 Thalweg 0.15
521 1024.2 482.4936991 -1.71 Thalweg 0.44
476.7 1015.6 527.620742 -0.88 Thalweg 0.11
442.8 1032 565.27934 -1.3 Thalweg 0.14
400 1033.8 608.1171737 -1.6 Thalweg 0.18
369.8 1051.9 643.3258374 -3.05 Thalweg 0.57
348.5 1059.3 665.8746733 -2.56 Thalweg 0.35
293.7 1071 721.9097516 -2.26 Thalweg shot after 2nd setup 0.25
241.4 1090.8 777.8322873 -4.76 Thalweg 0.57
207 1140.3 838.11172 -4.4 Thalweg 0.2
162.9 1145.8 882.5533671 -4.46 Thalweg 0.21
115.9 1170.8 935.7886937 -4.34 Thalweg 0.18
70.9 1197.7 988.2158813 -4.49 Thalweg 0.21
41.9 1206.9 1018.640214 -4.79 Thalweg 0.24
3.99 1207 1056.550346 -5.61 Thalweg 0.35
-40.5 1224.2 1104.249403 -6.06 Thalweg 0.46
-86.3 1244.6 1154.387213 -7 Thalweg 0.77
-120.7 1264 1193.880504 -7.98 Thalweg 1.07
-160.1 1289.7 1240.921443 -7.14 Thalweg 0.8
-201.2 1317.8 1290.709193 -6.4 Thalweg 0.58
-243.2 1339.2 1337.846864 -7.59 Thalweg 0.93
-265.8 1361.5 1369.596667 -7.58 Thalweg 0.92
340.5 1059.2     TP 1  
320.2 1027.9     TBM 2 - stake RH = 5.38
801.4 1032.5     Total Station Resection - First Setup HI = 5.46+1.79
485.8 996.7     Total Station Resection - Second Setup HI = 5.67-0.24
Cross Section #1 509 Ft DS Gage
487 953 0 9.9 Cross Section pts - left to right  
488.4 969.6 16.65893154 9.87 Cross Section pts  
488.7 979.2 26.26361789 8.94 Cross Section pts  
489.7 992.5 39.6011589 0.02 Cross Section pts  
493.7 1005.5 53.20262941 -0.46 Cross Section pts  
495.4 1026.2 73.97231886 -0.74 Cross Section pts 0.14
495.6 1043.8 91.57345519 -1.36 Cross Section pts 0.33
495.8 1050.8 98.57631175 -0.25 Cross Section pts - water line  
495.7 1057.5 105.277058 0.42 Cross Section pts  
495.7 1060.3 108.077058 1.5 Cross Section pts  
496.3 1070.2 117.9952231 3.12 Cross Section pts - possible bankfull  
494.6 1080.3 128.2372932 3.15 Cross Section pts  
495.5 1091 138.975077 3.03 Cross Section pts  
502.8 1100 150.5634332 1.74 Cross Section pts  
503.9 1106.7 157.3531313 2 Cross Section pts  
504.6 1111.3 162.0060873 3.78 Cross Section pts  
505.5 1115.6 166.3992639 4.07 Cross Section pts - possible bankfull  
506.2 1121.4 172.2413525 5.49 Cross Section pts  
507.6 1138.7 189.5979075 6.04 Cross Section pts  
508.5 1163.8 214.7140378 6.44 Cross Section pts  
517.5 1189.5 241.9443518 12.26 Cross Section pts - ancient dike  
1000 1116.2   25.92 close to curb at wire weight Elev should = 26.10'  
1000.4 1114.6   25.95 close to curb at wire weight Elev should = 26.10'  
        Gage Reading: 1.63 Ft @ 11:30 am  

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