Laserfiche WebLink
. FOURTH QUARTER,2001 <br /> GROUNDWATER MONITORING REPORT <br /> JAMAR OIL DISTRIBUTION <br /> MAY 2002 <br /> Groundwater Analyses <br /> On December 10, 2001, depths to groundwater were measured from the top of the well casings <br /> (TOC) using an electronic water level indicator The groundwater elevations recorded by GHH <br /> are summanzed in Table 1 Each monitoring well was purged by pumping at least three well <br /> volumes of water Conductivity,temperature and pH were monitored while the wells were being <br /> purged Purging data were recorded on field data sheets,which are included in Appendix A <br /> Samples were collected from each monitoring well using new disposable bailers Groundwater <br /> samples were analyzed for TPH G, BTEX, 1,2-DCA,EDB and fuel oxygenates using EPA <br /> Methods 8015 Modified and 8260B,respectively The analyses were conducted by Acculabs, <br /> Inc of Davis, California, a California State certified laboratory, in accordance with state <br /> guidelines and EPA protocol Copies of the laboratory reports with COC documentation are <br /> included in Appendix B <br /> SU UgARY <br /> Groundwater Flow and Gradient <br /> Based on depth to groundwater measurements taken on December 10,2001,the depths to <br /> groundwater range from 62 11 feet below ground surface(bgs) in monitoring well MW-3 to <br /> 62 16 feet bgs in MW-4 All groundwater elevations were measured to the nearest 0 01-feet <br /> relative to the surveyed top of casing elevation The elevations are based on the survey <br /> conducted by JPCA on August 30,2000 The survey on August 30,2000 was completed by <br /> setting the corner of the cement sidewalk on the southeastern comer of the store as the <br /> benchmark with an assumed elevation of 30 feet Based on the surveyed casing elevations and <br /> the measured depth to water on December 10, 2001, the groundwater elevations range from - <br /> 33 51 feet in MW-5 to-33 90 feet in MW-1 <br /> The direction of groundwater flow has been calculated to be trending south-southeast with a <br /> hydraulic gradient of approximately 0 003-feet/feet across the site as shown on Figure 4 <br /> Calculated groundwater elevations are summarized in Table 1, and shown on Figure 4 <br /> Groundwater Analytical Results <br /> TPH G was detected in all wells this quarter at concentrations of 150,000 micrograms per liter <br /> (µg11), 21,000µg11, 33,000µg11, 20,000µg11 and 190 µgll in samples from MW-1, MW-2, <br /> MW-3,MW-4, and MW-5,respectively <br /> 4 <br />