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Farmington Groundwater Recharge Program STC Work Plan—Hammer Site <br /> 2.5.1. Groundwater Elevation Monitoring <br /> As mentioned previously, prior to the start of pilot recharge testing, groundwater elevations at <br /> the new monitoring well and existing agricultural well (if accessible) will be monitored <br /> according to the schedule in Appendix D to establish baseline conditions. <br /> During the pilot recharge test, groundwater elevations in the monitoring well will be monitored <br /> every 30 minutes with a pressure transducer. Monitoring will be conducted with the use of data <br /> loggers and supported with manual sounder readings. These manual groundwater elevation <br /> monitoring data will be collected weekly and recorded on the Groundwater Elevation Monitoring <br /> forms presented in Appendix F. The form includes columns for the date and time of the water <br /> elevation measurement, depth of water, field personnel, and unusual observations related to the <br /> monitoring well. <br /> It is important that the monitoring data be compiled during the tests and analyzed promptly for <br /> proper decision-making. For example, if water levels rise to within 10 feet of ground surface at <br /> the perimeter of the project, mitigation measures must be considered to prevent further rises to <br /> protect root zones in adjacent properties and/or damages to roadways, or other infrastructure <br /> problems. These measures will include one or more of the following: <br /> • Immediate cessation of the field flooding until water levels decline below 10 feet below <br /> ground surface. <br /> • Reducing the volume of water and/or total area of flooding when operations resume. <br /> • Re-operation to allow drying and decreased water levels in the vicinity of the high water <br /> table. <br /> 2.5.2. Source Water Monitoring <br /> Source water will be monitored for field parameters weekly during the pilot recharge test (Table <br /> 2) according to the schedule presented in Appendix D. It is necessary to routinely monitor the <br /> quality of source water used for recharge. Water with high turbidity causes soils to clog, which <br /> decreases the infiltration rate. Turbidity will be measured in the field and will not require <br /> laboratory analysis. Other field parameters that will be collected include temperature, pH, <br /> electrical conductivity, dissolved oxygen, and reduction oxygen potential. <br /> 2.5.3. Evaporation and Precipitation <br /> In order to obtain accurate volume measurements of recharged water, evaporation and <br /> precipitation will be monitored. Evaporation and precipitation data will be downloaded from the <br /> California Irrigation Management Information System (CIMIS) database and webpage according <br /> to the schedule in Appendix D. These data are updated daily with a CIMIS station (#166) near <br /> the City of Lodi.' The CIMIS station reports precipitation and reference evapotranspiration <br /> (ETo), which will be converted to evaporation by multiplying by the correct monthly factor <br /> derived from data from the CIMIS webpage. Precipitation is expected to be zero during the <br /> initial test period. If the testing continues into the rainy season, precipitation will be closely <br /> monitored by CIMIS station#166 and dedicated rain gauges may be installed at the test site. <br /> ' CIMIS data can be obtained at http://wwwcimis.water.ca.gov/cimis/data.jsp <br /> MWH 2-14 July 2004 <br />