Laserfiche WebLink
RECEIVED <br /> Super Center Mart 17 March 2016 <br /> 701 East Charter Way <br /> Stockton, San Joaquin County <br /> ENVIRONMENTAL <br /> HEALTH DEPARTMENT <br /> • Soil and groundwater have been tested for MTBE and the results reported in accordance <br /> with Health and Safety Code section 25296.15. During the most recent monitoring event, <br /> first quarter 2015, MTBE was detected in groundwater at a maximum concentration of <br /> 47 ug/L. <br /> • A nuisance, as defined by Water Code section 13050 does not exist at the site. No <br /> nuisance exists from the release at this Site. <br /> 5. The Site meets scenarios 1, 2 and 4 of the LTCP. The table below outlines the <br /> requirements for each scenario and the conditions at the Site that demonstrate how the Site <br /> meets Scenarios 1,2, and 4. <br /> Scenario Plume Distance to Closest Maximum Maximum Free Plume <br /> Length Well and Surface Benzene MTBE Product Stable to <br /> feet Water feet (ug/L (ug/L Allowed Decreasing <br /> 1 100 250 unlimited unlimited No Yes <br /> 2 250 1,000 3,000 1,000 No Yes <br /> 3 250 1,000 unlimited unlimited Yes Yes for >/_ <br /> 5 years <br /> 4 1,000 1,000 1,000 1,000 No Yes <br /> Site <100 1,560 ft= closest well, 600 47 Not Yes <br /> 1,850 ft north = Observed <br /> surface water <br /> The closest surface water is a seasonal drainage located approximately 1,850 feet north- <br /> northeast of the Site. The drainage empties into to Mormon Slough, a tributary to the San <br /> Joaquin River. The closest identified well is the inactive California Water Service well 50-01, <br /> located approximately 1,560 feet northeast of the Site. <br /> The DPE system was shut down in January 2014, and more than a year of post remedial <br /> monitoring has been conducted. Post remedial monitoring shows that currently petroleum <br /> hydrocarbons are not detected in down-gradient wells MW-4 and MW-7. Wells, located <br /> within the groundwater pollutant plume and along the leading edge of the groundwater <br /> pollution, show stable to decreasing post remedial trends. Trend graphs for wells MW-2, <br /> MW-3, MW-6 and MW-8 are included in Attachment B. <br /> The vertical extent of pollution extends to the maximum depth explored of 150 ft bgs. <br /> Concentrations in deeper screened wells, MW-81B, MW-8C, MW-8D, MW-913, MW-9C, and <br /> MW-9D, appear to be stable. <br /> A groundwater elevation contour map is included as Figure 3, and TPH-G, benzene, and <br /> MTBE iso-concentration contour maps are included as Figures 4 through 6. Comprehensive <br /> groundwater elevation data and contaminant concentration data from Site wells are <br /> presented in Tables 1 and 2. CPT data tables, figures, and cross sections are included as <br /> Attachment C. <br />