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50 <br /> Graph 3 Drawdown Well Data (Waller Well): 7/23/2025-8/8/2025 <br /> Date/Time <br /> tiff titi tiff tiff tiff titi titi y�. NVrV rV rV rill rV rV r,. <br /> �'y �'y c�ti �'y �1y c�ti �y hti <br /> \�& \ti°� °� \ti°� <br /> ,\\`L \`L \\L \\`L \\� \\3 \y '\`L <br /> 0 <br /> 20 <br /> 40 <br /> } 60 <br /> Q 80 <br /> CD <br /> 0 <br /> 100 <br /> 120 <br /> 140 <br /> 160 <br /> 180 <br /> 200 <br /> Community Well Drawdown Period Waller Well <br /> Preliminary Conclusions: <br /> As detailed above, the depth to water level within the adjacent South and Waller Wells was <br /> continuously monitored before, during and after drawdown of the Proposed Community Well. No <br /> water level changes beyond the normal variations recorded in the South and the Waller Wells occurred <br /> during maximum drawdown, steady state withdrawal, or subsequent recovery of the Proposed <br /> Community Well. As such, it is anticipated that the analytical modeling will further demonstrate that <br /> use of the Proposed Community Well consistent with State regulations to serve the proposed Highway <br /> 86 Residential Development will not negatively impact adjacent wells. <br /> Should you have any questions, or require further clarification, please let me know. <br /> Sincerely, <br /> Spangler Environmental, LLC <br /> Ward Ma tti� <br /> Director: Natural Resources <br />