Laserfiche WebLink
h4 KLEINFELDER <br /> { 5 MONITORING RESULTS <br /> I <br /> i <br /> The depth to groundwater was measured in each monitoring well included in this event. The <br /> depth to groundwater data was converted to elevation in reference to mean sea level for the <br /> calculation of groundwater flow direction and gradient. <br /> The seven groundwater samples were submitted under chain-of-custody procedures to Sequoia <br /> Analytical Laboratories of Sacramento, California. Table 2 is a summary of the analytical results <br /> for groundwater. For a complete report of the analytical results please refer to the chain-of- <br /> custody forms and laboratory analytical reports included in Appendix C. <br /> 5.1 WATER LEVELS <br /> On March 21, 2005, all 20 monitoring wells and,3 piezometers were sounded for depth to <br /> groundwater. The depth to groundwater ranged from 37.29 feet below the top of the well casing <br /> (MW-DIS-1 Is) to 55.73 feet below the top of the well casing (MW-DIS-15). <br /> Groundwater elevations for the monitoring wells ranged from -36.05 feet (MW-DIS-15) to -26.69 <br /> j feet (MW-DIS-11s). It should be noted that the recorded high and low groundwater elevations were <br /> measured from wells which exhibited groundwater mounding and depression respectively. We <br /> estimate the remediation activities are the cause of both the mound and depression and a more <br /> + representative groundwater range for high and low elevations might be characterized by the <br /> groundwater elevations noted in MW-DIS-6 (-34.26) and MW-DIS-13 (-35.00). The wells MW- <br /> DIS-lls and MW-DIS-15 were allowed to equalize, and on March 25, 2005 re-measured. The <br /> subsequent groundwater elevations appeared to have stabilized to groundwater elevations more <br /> representative of the surrounding well elevations recorded (-34.54 and -34.65 feet respectively). <br /> Groundwater flow direction at the site is calculated to be towards the cast/southeast with -a <br /> { relatively flat gradient of 0.0003 ft./ft. near the western portion of the site to 0.0005 ft./ft in the <br /> eastern portion of the site. Plate 3 shows the interpreted groundwater contours. Please refer to <br /> Table 1 for the recorded groundwater elevations on March 21, 2005 and past monitoring events. <br /> I <br /> 5.2 ANALYTICAL METHODS AND REPORTED RANGES <br /> A total of twelve groundwater samples were collected and submitted for analysis. The following <br /> { is a list of the requested analyses and the reported ranges for groundwater samples obtained from <br /> the monitoring wells sampled this quarter; <br /> Total Petroleum Hydrocarbons as gasoline <br /> by EPA Method 8015M/8021B [non-detect< 130,000 [tg/1]; <br /> Benzene by EPA Method 8015M/8021B [non-detect<24,000 [tg/1]; <br /> • Toluene by EPA Method 8015M/8021B [non-detect<47,000 µg/1]; <br /> 12280.M0N/ST05 R6l 3/32:1 v Page 9 of 13 <br /> ®2005,Kleinfelder,Inc. May 20,2005 <br /> I <br /> 1 <br />