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<br /> (2) State the water level and date measured in <br /> wells producing from the same formation <br /> identified in (l) above. <br /> 7 July 1973 - 126.741 below surface <br /> <br /> <br /> (3) Estimate the change in water levels in the <br /> wells identified in (1) above as a result of <br /> the proposed production and transport of <br /> water. <br /> No change since pump test performed on SVS#2 yielded <br /> 300 gpm with no drawdown in it or in SVS#l. SVS1F1 and <br /> SVS1Þ2 are over one mile from LR-67-01-601. Additionally, <br /> pump test performed on LR-67-01-601 yielded 1035 gpm with no drawdown. <br /> (4) Estimate the effect on the yield of the wells <br /> identified in (1) above. <br /> No effect, see (3) above. <br /> <br /> <br /> (5) If the production well is near the Edwards <br /> Aquifer "bad water" line, state whether there <br /> is any indication that ubad water" may be <br /> drawn into the production well or other <br /> surrounding wells producing from the Edwards <br /> Aquifer -- <br /> during normal water level conditions <br /> No indications. , and <br /> during low water level conditions <br /> No indications. . <br /> (6) Describe the anticipated effects of the <br /> production and proposed transport of the <br /> water from the respective aquifer, on the <br /> total water supply. <br /> No measurable effects. <br /> <br /> <br /> 6. Conservation Measures <br /> Describe water conservation and water re-use measures <br /> that will be used in the proposed transport of water <br /> outside Edwards District boundaries. <br /> The entire transport and distribution system will be new construction using <br /> noncorrosive pipe installed under rigid performance specifications. Lost and <br /> unaccounted for water should be less than 5%. Additionally, this system will <br /> serve newly constructed residential/commercial, and light industrial buildings <br /> using state of the art water saving plumbing fixtures. <br /> .1 <br />