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Evaluation of Potential Impacts <br />to Wetlands on the Sage Hill Farm from the <br />Proposed Nix Property <br />Sand and Gravel Operation <br />WWE, the general direction of groundwater flow is to the northwest and generally follows the <br />land surface (groundwater contours are shown on Figure 5). <br />Data collected from the piezometers aze shown in Table 1. Figures 3A and 3B aze cross-sections <br />through the wetland at piezometers installed in a north to south and east to west direction, <br />respectively. The following observations are evident from the data: <br />• The depth to groundwater beneath the wetland varied from slightly above the ground surface <br />to approximately 3 feet below the wetland towazds its boundary. <br />• Groundwater ranged from 0.76 to 2.40 feet below the surface in the wetland at MW-6. <br />• Groundwater ranged from 0.1 feet above to 1.60 feet below the ground surface in the wetland <br />at MW-8. <br />• Groundwater levels fluctuated over a relatively large range during the approximately one- <br />month period of monitoring. The maximum differences in groundwater readings are shown <br />on Figures 3A and 3B. Groundwater fluctuated 1.6 and 1.7 feet at MW-6 and MW-8, <br />respectively. <br />• A relatively large range of hydrologic conditions existed throughout the wetland. <br />The data from the piezometers (Table 1) indicate that moisture conditions in the wetland vary <br />both throughout the wetland and with time. These fluctuations are likely caused by changes in <br />pumping of irrigation wells, ditch diversions, and other changes in water used for agriculture in <br />the area since little precipitation occurred during the monitoring period. Groundwater levels in <br />the wetland are likely dependent upon agricultura] use of water in the azea. <br />Field observations also indicate that surface water sources aze important for sustaining the <br />wetland. Water was observed flowing into the wetland at the three laterals indicated on Figure 2. <br />011-074.000 Wright Water Engineers, Inc. Page 6 <br />November 2001 <br />