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North County RC&SL Page 17 of 64 Public Works/Solid Waste <br />Joint Technical Document County of San Joaquin – Revised July 14, 2025 <br />mapped in an area containing potentially damaging earthquakes that have produced magnitude 5 <br />or greater from 1800 through 1999 (T. Toppozada and others, 2000). Based on historic data, it <br />does not appear that the Tracy-Stockton Fault represents a significant hazard to the landfill. <br /> <br />Fault proximity was assessed in three reports [Preliminary Closure/Postclosure Maintenance <br />Plan, February 10, 2010 (Appendix B and Plate 13), Geologic and Hydrogeologic Report, January <br />1988 (Appendix C) and draft Seismic Hazard report, December 8, 1994 (Appendix D)]. These <br />reports discuss fault proximity and activity. One fault (the Tracy-Stockton Fault) is not discussed <br />in either the 1988 or 1994 reports. Additional information on this fault is provided in this Section. <br /> <br />4.4 HYDROGEOLOGY <br />4.4.1 Surface Water <br />NCRC&SL is not within the 100-year floodplain (FEMA digital Q3 flood maps for the landfill and <br />areas surrounding the landfill, as provided on the FEMA and ESRI map server). Surface water <br />from the landfill is directed to the seasonal wetlands on site. If these wetlands become full, <br />surface water flows into a tributary of the South Paddy Creek, which flows into the San Joaquin <br />River. <br /> <br />4.4.2 Regional Hydrogeology <br />Regional hydrogeology is described in 1988 Geologic and Hydrogeologic Report (Appendix C). <br /> <br />4.4.3 Hydraulic Conductivity <br />In situ hydraulic conductivity tests were performed at the landfill using slug tests in a groundwater <br />well and falling head testing in two permeameters. Based on these tests, the hydraulic <br />conductivity in the groundwater well is estimated to be between 8.3x10-3 and 9.7 x10-3 cm/sec, <br />depending upon the assumed depth of penetration of the groundwater well into the aquifer. <br />Permeameter tests yielded hydraulic conductivities ranging from 2x10-7 to 3x10-7 cm/sec. <br />Laboratory hydraulic conductivity on remolded samples ranged from 1x10-4 cm/sec (silty sand) to <br />2x10-8 cm/sec (very clayey fine sand) (Appendix C). <br />