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Survey Data Flint Creek at Springtown, Arkansas

Easting Northing Station
Profile		 Elevation
w/respect
to gage
datum		 Description Water
Depth
(meters)
1054.8 1026.1   18.11 RM 2 Chiseled Square on US curb, left end of bridge  
1000.0 1000.0   21.16 RM 4 Chiseled square on top of DS post next to wire weight  
1028.9 810.8   4.66 Total Station Resection on RHS gravel bar HI = 5.50 ft  
        Point of Zero Flow = 3.7 ft gage datum  
1019.6 1105.9   2.82 Lower End of Riffle Thalweg - US from gage 1.25
1009.1 1080.1   2.27 Begin Profile - Head of Riffle 2.7
1005.3 1056.6   2.08 Thalweg 1.6
1003.7 1033.3   1.49 Thalweg 2.5
1028.4 1005.9   3.08 Thalweg - DS Pier LHS  
1000.9 1005.9   1.80 Thalweg - DS Pier RHS  
1005.6 1013.6   1.02 Thalweg - Centerline at Bridge 0.92
1007.2 988.4   1.48 Thalweg near gage 0.78
994.5 966.0   -0.36 Thalweg 1.24
1000.7 938.9   -1.10 Thalweg 1.56
1011.0 917.2   -0.79 Thalweg 1.53
1016.2 882.8   0.37 Thalweg 1.06
1021.0 848.2   3.28 Thalweg 0.22
1037.0 822.9   3.20 Thalweg - XS #1 0.20
1043.7 789.0   2.56 Thalweg 0.12
1050.3 773.8   1.08 Thalweg 0.55
1056.4 759.1   0.23 Thalweg 0.80
1078.2 743.5   1.35 Thalweg 0.46
1097.0 708.3   2.30 Thalweg  
1098.4 695.6   2.39 Thalweg 0.13
1114.0 644.1   1.77 Thalweg - end of riffle 0.16
1118.9 627.9   0.96 Thalweg 0.40
1118.0 611.6   -0.33 Thalweg 0.8
1118.1 581.8   1.32 Thalweg 0.28
1118.7 538.2   1.32 Thalweg 0.28
1115.0 511.0   1.13 Thalweg 0.34
1064.2 836.5   5.74 Bankfull?  
1063.8 835.9   5.49 possible bankfull  
1014.1 812.0   5.48 possible bankfull  
1072.5 696.5   4.43 Top of Point Bar  
        Cross Section #1 - left to right  
1079.9 841.9 0 10.65 Cross Section - Top of Bank  
1070.5 841.2 9 6.67 Cross Section pts  
1063.8 835.9 18 5.49 Cross Section pts - possible bankfull?  
1059.8 834.6 22 3.67 Cross Section pts  
1058.4 833.4 24 3.48 Cross Section pts - water line  
1045.3 826.3 39 3.40 Cross Section pts 0.35
1039.3 823.5 46 3.46 Cross Section pts 0.13
1035.8 822.8 49 3.32 Cross Section pts 0.18
1030.4 820.3 55 3.82 Cross Section pts - water line  
1029.4 819.9 56 4.42 Cross Section pts  
1027.7 818.6 58 5.16 Cross Section pts  
1024.9 817.5 61 4.58 Cross Section pts  
1021.4 816.5 65 5.06 Cross Section pts  
1018.7 813.8 69 4.58 Cross Section pts  
1016.6 812.7 71 4.71 Cross Section pts  
1014.1 812.0 74 5.48 Cross Section pts - possible bankfull?  
1011.0 810.1 77 6.10 Cross Section pts  
1003.2 807.0 86 6.40 Cross Section pts  
996.8 803.2 93 8.19 Cross Section pts  
976.1 799.0 114 8.08 Cross Section pts  
971.3 798.4 119 10.35 Cross Section pts  
965.3 796.0 126 11.76 Cross Section - Top of Bank  
999.9 1000.0   21.14 RM 4 back sight to close  
1054.8 1026.5   18.13 RM 2 back sight to close  

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