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Transit Mix Concrete Co. <br /> Table G-1 <br /> Instantaneous Streamflow Measurements <br /> Date LTC-1 LTC-2 <br /> Flow(cfs) Flow(cfs) <br /> 6/26/2015 8.96 na <br /> 8/26/2015 1.07 na <br /> 11/16/2015 0.234 na <br /> 4/12/2016 0,796 na <br /> 6/22/2016 0.056 na <br /> 9/22/2016 0.935 na <br /> 10/24/2016 0.196 0.412 <br /> 3/3/2017 0.275 na <br /> 7/25/2017 0.027 na <br /> 8/26/2017 0.079 0.066 <br /> 9/12/2017 0.635 0.887 <br /> A rating curve for the station was developed for LTC-1 using the instantaneous flow <br /> measurements and transducer readings. The rating curve was used to calculate flow using the <br /> 15-minute stream depth data, Figures G-3A & B. Due to the small data set of measured flow, <br /> maximum calculated flow was set at the maximum measured flow plus two standard deviations <br /> of the data set resulting in a maximum calculated flow cap of 14.98 cfs. The data in Figure G- <br /> 3A are not intended to suggest that flow in Little Turkey Creek does not exceed 14.98 cfs; <br /> therefore, Figure G-313 has been included to present all data, including the high flows. It is <br /> important to note that these high flow values are estimates as they exceed the range of <br /> statistical reliability. These values should only be used to demonstrate the qualitative <br /> hydrography of Little Turkey Creek and the short-duration of these peak flow periods. <br /> Hitch Rack Ranch Quarry Permit Application <br /> March 9,2018 G-9 <br />