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r777 <br /> TABLE 3 <br /> PRECIPITATION AND Eto DATA FOR TRACY,CA <br /> Month 2 Years in 10 will have more Eto Average Potential Deep <br /> precipitation than: (in/mo) Percolation(in/mo) <br /> (in/mo) (in/day) <br /> January 2.93 1.55 0.05 1.38 <br /> February 2.21 2.24 0.08 -- <br /> March 238 3.72 0.12 -- <br /> April 1.51 5.10 0.17 <br /> May 0.71 6.82 0.22 -- <br /> June 2.09 7.80 0.26 -- <br /> July 0.28 8.68 0.28 -- <br /> August 1.05 7.75 0.25 -- <br /> September 0.84 5.70 0.19 -- <br /> October 1.06 4.03 0.13 -- <br /> November 2.10 2.10 0.07 -- <br /> December 2.38 1.55 0.05 0.83 <br /> TOTALS(in.) 13.18 57.0 ------ 2.21 <br /> The Table illustrates that evapotranspiration far exceeds precipitation, even when using higher <br /> rainfall data that exceeds normal rainfall data by 28% (10.33 in. vs. 13.18 in.). Only in the months <br /> of December and January, and possibly November and February would deep percolation potentially <br /> occur. This data illustrates a relatively high potential for there to be significant evapotranspiration <br /> (or bare soil surface evaporation). <br /> III. NITRATE LOADING STUDY FINDINGS <br /> A. WASTEWATER FLOW VOLUME PROJECTIONS AND CHARACTERISTICS <br /> Wastewater Flow Volume Projection <br /> Wastewater loading projections are based on peak occupancy of the maximum or total number of <br /> patrons (private club members), guests and employees on days the faciliis open. The initially <br /> estimated number of on-site personnel classifications of 50 members has'ot changed dramatically <br /> since May 2012, when Doug Noteware, PE calculated the wastewater disposal system. This <br /> member number applies to the day-to-day average of on-site people during the spring and summer <br /> season (April through September- 6 mos.) the facility is open. What is expected to change, is the <br /> addition of the Hospitality Room to the existing Clubhouse, thus causing an indeterminable increase <br /> in the number of on-site people. ----------- - <br /> Chesney Consulting <br />