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Ohio Creek #2 Production Data - 2015 <br />Transect <br />Weight <br />Transect <br />Weight <br />Sample Variance = <br />Production Demonstration (Rule 4.15.11(2)(c)) <br />No. <br />(g/m2) <br />No. <br />(9/m2) <br />d= <br />(Reclamatin <br />Standard is 1,300 pounds per acre) <br />1 <br />202.48 <br />17 <br />305.59 <br />Sample Mean= <br />1224.82 lbs/ac <br />2 <br />249.99 <br />18 <br />46.90 <br />90% of Reclamation <br />3 <br />101.53 <br />19 <br />65.37 <br />Standard= <br />1170.00 lbs/ac <br />4 <br />183.52 <br />20 <br />83.62 <br />Standard <br />6 <br />108.08 <br />22 <br />105.12 <br />Deviation= <br />77.86 <br />7 <br />78.82 <br />23 <br />52.04 <br />n= <br />30 <br />8 <br />113.75 <br />24 <br />245.95 <br />Standard Error of <br />9 <br />116.81 <br />25 <br />81.45 <br />Mean= <br />14.22 <br />10 <br />276.33 <br />26 <br />35.72 <br />tc= <br />3.86 <br />11 <br />207.74 <br />27 <br />147.81 <br />tI= <br />0.85 <br />12 <br />121.74 <br />28 <br />323.40 <br />pass <br />13 <br />126.68 <br />29 <br />190.31 <br />14 <br />75.03 <br />30 <br />111.52 <br />15 <br />47.48 <br />33 <br />95.87 <br />16 <br />107.72 <br />35 <br />109.45 <br />Sample Adequacy Calculation <br />137.26 <br />Sample mean = g/m2 <br />Sample Standard <br />Deviation = <br />77.86 <br />Sample Variance = <br />6062.82 <br />t (one tail, alpha---. 1, <br />29 df) = <br />1.31 <br />d= <br />0.10 <br />n= <br />30 <br />nn;n <br />55.31 <br />OHIO CREEK TERMINATION OF JURISDICTION DEC 2016 AUTHOR: R. REILLEY <br />