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12 June 2008 <br /> AGE-NC-07-1581 <br /> Page 13 of 17 <br /> Table 3 <br /> ESTIMATED ET, <br /> Nuffs <br /> Month; Avera a Ram Fal[ ETo A <br /> vera e' Dee Perc Potential <br /> _ g �-_- _. g Pm _ � <br /> January 2.84 0.79 2.05 <br /> February 1.97 1.55 0.42 <br /> March 2.17 3.28 --- <br /> April 1.08 5.17 --- <br /> May 0.26 6.5 8 --- <br /> June 0.08 7.51 --- <br /> July 0.06 7.87 --- <br /> August 0.07 6.85 --- <br /> September 0.35 5.11 --- <br /> October 0.79 3.29 --- J1 <br /> l <br /> November 2.17 1.54 0.63 ' <br /> s <br /> December 2.11 0.76 <br /> Annually 4.45 <br /> 9.3. CURRENT ON-SITE SOURCES OF NITRATE <br /> The current source of nitrates at the property are the two septic systems, ground water and rainfall. <br /> �3 3) <br /> i <br /> 9.4. FUTURE ON-SITE SOURCES OF NITRATE <br /> Future development includes returning the north septic system to operational status and agricultural <br /> operations related to the commercial sales (showroom) for wine or small scale winery. The future <br /> �J �) use of the site will consist of long-term waste water from a minor commercial application. One <br /> bathroom (sink and toilet) will be used to accommodate the employees and visitors. A wine glass <br /> wash and hand washing sink will also likely be incorporated into the discharge of waste water onto <br /> the site,but the waste products related to the production of wine will not be disposed of through the <br /> septic system. <br /> 1 <br /> Advanced GeoEnvironmental,Inc. <br /> i <br /> I <br />