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Soil Vapor Monitoring Wells <br /> Installation and Sampling Work Plan <br /> San Joaquin County Public Works <br /> 1810 E. Hazelton Avenue, Stockton,CA <br /> Page 2 <br /> In a letter dated May 31, 2022, the Central Valley Water Board staff requested that zone injection remediation <br /> cease due to ineffective remediation and to submit a remedial action plan that outlines a new remedial approach. <br /> In a subsequent letter dated September 9, 2022 (Appendix D), the Central Valley Water Board staff indicated <br /> that they had evaluated current Site conditions against State Water Resources Control Board's Low-Threat <br /> Underground Storage Tank Case Closure Policy(LTCP)and identified remaining impediments to case closure. <br /> As outlined in the letter, Site conditions meet all eight of the LTCP General Criteria. Additionally, Site <br /> conditions meet three of the four criteria (a, b, and d) of LTCP Groundwater Media-Specific Class: (a) the <br /> maximum extent of petroleum hydrocarbon impact to groundwater above water quality objectives is less than <br /> 250 feet in length, (b)there is no free product, and (d) maximum dissolved benzene and methyl tertiary butyl <br /> ether (MTBE) concentrations are less than 3,000 micrograms per liter (ug/L) and 1,000 ug/L, respectively. <br /> There are two public water supply wells located within 1,000 feet of the defined extent of the Site plume, and <br /> thus criterion c is not met. California Water Service Company(CalWater)wells are located approximately 580 <br /> feet south and 990 feet northwest of the Site. However, these wells are listed as inactive and are located tip and <br /> cross gradient, respectively. As such,risk to human health and safety and the environment from the Site release <br /> is low and Site conditions meet LTCP Groundwater Media-Specific Class 5 criteria. <br /> As a result of the LTCP criteria, a proposal for a new remediation approach was no longer necessary. Central <br /> Valley Water Board staff found that since dissolved benzene greater than 1,000 ugtL, extends to or under the <br /> office building north and soil collected from the well OW7 borehole located on the north side of the <br /> maintenance building contained elevated levels of total petroleum hydrocarbons (TPH) at 5 and 10 feet below <br /> ground surface (bgs), a vapor intrusion health risk may exist, and thus the active fueling facility exception is <br /> not met. Central Valley Water Board staffrequested a Work Plan for the installation and sampling of permanent <br /> soil gas wells to evaluate vapor intrusion risk to the office and maintenance buildings immediately north and <br /> south of the source area. This Work Plan is in response to that request. <br /> 3.0 SUBSURFACE CONDITIONS <br /> The Site surface is completely paved with either asphalt black top or concrete. Based upon previous <br /> investigations and groundwater monitoring well installation soil boring logs, soil beneath the Site consists <br /> of silt and clay from beneath the pavement to approximately 30 feet bgs, silty sand from approximately 30 <br /> feet to approximately 35-45 feet bgs, and interbedded sands and silts from 35-45 feet bgs to approximately <br /> 55 feet bgs, the maximum depth explored. The depth to groundwater, as measured in September 2022, was <br /> between 30 and 33 feet bgs. The direction of groundwater flow beneath the Site is towards the northeast. <br /> Appendix A contains recent groundwater surface map (Figure 3), TPH-g Isoconcentration Map (Figure 4), <br /> Benzene in Groundwater Map(Figure 5), and MTBE in Groundwater Map(Figure 6). Appendix B contains <br /> table summarizing historical soil (Table B-1) and groundwater data collected from the Site (Table B-2). <br /> 4.0 PROPOSED SOIL VAPOR PROBE LOCATIONS <br /> Three soil vapor monitoring wells are proposed as shown on Figure 7, Appendix A. One soil vapor well <br /> (SVP-1) will be installed north of the maintenance building and east of the dispensers near where shallow <br /> soil contamination was encountered during the installation of ozone injection wells; a second soil vapor <br /> well (SVP-2) will be located south of the office building and east of the dispensers; and a third soil vapor <br /> well (SVP-3) will be located near the southeastern corner of the office building, at the approximate <br /> downgradient extent of the 100 ug/L benzene Isoconcentration contour. <br /> A <br /> i** CONDOR <br />