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<br />.' <br /> <br />STREAM NAME: Spring Creek <br />XS LOCATION: 200' liS from end of road at Lin's Oversight <br />XS NUMBER: 1 PROOF SHEET <br />WATERLINE COMPARISON TABLE INPUT DATA # DATA POINTS= 26 <br />~ER MEAS COMP AREA ~ FEATURE VERT WATER TAPE TO <br />AREA AREA ERROR DIST DEPTH DEPTH VEL A WATER <br />4.33 6.3 10.98 74.30% S 0 3.13 0 0 0 0 0 <br />4.35 6.3 10.6 68.30% G 1.8 3.84 0 0 0 0 0 <br />4.37 6.3 10.22 62.30% W 2.5 4.57 0 0 0 0 0 <br />4.39 6.3 9.85 56.30% 3 4.65 0.1 0 0.05 0 4.55 <br />4.41 6.3 9.47 50.30% . 3.5 4.75 0.2 0.52 0.1 0.05 4.55 <br />4.43 6.3 9.1 44.40% 4 4.8 0.25 1.21 0.13 0.15 4.55 <br />4.45 6.3 8.73 38.50% 4.5 4.8 0.25 1.34 0.13 0.17 4.55 <br />4.47 6.3 8.36 32.60% 5 4.95 0.4 0.63 0.3 0.19 4.55 <br />4.49 6.3 7.99 26.80% 6 4.95 0.4 0.91 0.4 0.36 4.55 <br />4.51 6.3 7.62 21.00% 7 4.9 0.35 1.13 0.35 0.4 4.55 <br />4.53 6.3 7.26 15.20% 8 4.85 0.3 1.17 0.3 0.35 4.55 <br />4.54 6.3 7.07 12.30% 9 4.9 0.35 0.88 0.35 0.31 4.55 <br />4.55 6.3 6.89 9.40% 10 5 0.45 1.24 0.45 0.56 4.55 <br />4.56 6.3 6.71 6.50% 11 5.1 0.5 1.34 0.5 0.67 4.6 <br />4.57 6.3. 6.53 3.70% 12 5.15 0.55 1.04 0.55 0.57 4.6 <br />4.58 6.3' 6.35 0.80% 13 5.1 0.5 1.49 0.5 0.75 4.6 <br />4.59 6.3 6.17 -2.10% 14 5.05 0.45 1.69 0.45 0.76 4.6 <br />4.6 6.3 5.99 -4.90% 15 5.1 0.5 0.69 0.5 0.35 4.6 <br />4.61 6.3 5.81 -7.70% 16 4.85 0.25 1.69 0.25 0.42 4.6 <br />4.62 6.3 5.64 -10.50% 17 4.85 0.25 0.88 0.25 0.22 4.6 <br />4.63 6.3 5.46 -13.30% 18 4.95 0.35 1.85 0.35 0.65 4.6 <br />4.65 6.3 5.11 -18.90% 19 4.85 0.25 LIS 0.25 0.29 4.6 <br />4.67 6.3 4.77 -24.30% 20 4.8 0.2 0.45 0.15 0.07 4.6 <br />4.69 6.3 4.42 -29.80% W 20.5 4.58 0 0 0 0 0 <br />4.71 6.3 4.08 -35.20% G 22.5 3.94 0 0 0 0 0 <br />4.73 6.3 3.75 -40.50% S 25 3.74 0 0 0 0 0 <br />4.75 6.3 3.41 -45.90% TOTALS 6.3 7.27 <br />4.77 6.3 3.03 -51.10% <br />4.79 6.3 2.75 -56.30% . <br />4.81 6.3 2.44 -61.30% <br />4.83 6.3 2.13 -66.20% <br /> WATERllNEATZERO <br /> AREA ERROR = 4.578 <br />