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Kennedy/Jenks Consultants <br /> minimize loss of volatile compounds It is estimated that two to three composite samples <br /> will be collected from the soils following aeration <br /> All soil samples will be analyzed for Total Volatile Hydrocarbons (TVH, as gasoline) using a <br /> modified Method 8015 and BTEX using a direct-purge Method 8020 The analytical <br /> methods referred to above conform to EPA Test Methods for Evaluating lid Wa e• <br /> Ph sia# hemical Methods (SW846, 2nd Edition) and/or as specified in the Tri-Regional <br /> Board Staff Recommendations for Preliminary Investigation and Evaluation of Underground <br /> Tank Sites, 30 August 1991 The samples will be analyzed by a California DHS-certified <br /> laboratory Detection limits will be set at 0 005 mg/kg for BTEX, and 10 mg/kg for TVH <br /> Health and Safety Plan <br /> All work performed by Kennedy/Jenks Consultants (K/J) under this workplan will conform <br /> to the site-specific health and safety plan (K/J, 1992) and the attached activity-specific <br /> health and safety plan addendum (Attachment B) Subcontractors and other personnel not <br /> employed by K/J will be provided a copy of K/J's health and safety plan for informational <br /> purposes only However, entities or personnel other than K/J shall be solely responsible <br /> for their own health and safety protocols On-site safety meetings will be held before <br /> work commences to discuss the work to the performed and any safety concerns <br /> Soils Disposal Pian <br /> • Aeration will continue until soil samples indicate TVH concentrations less than 10 mg/kg <br /> and BTEX concentrations less than 0 050 mg/kg for individual components Once the sods <br /> have been aerated and sampling has confirmed that: the soils contain concentrations below <br /> those levels established above, the sods will be placed into the existing excavation, <br /> compacted and paved over Because the fill material will not be impacted by high ground <br /> water (highest known groundwater in the area is about 35 feet below ground surface), and <br /> the site will be paved to prevent leaching, K/J proposes that residual levels of TVH and <br /> BTEX at concentrations of less than or equal to 10 mg/kg and 0 050 mg/kg respectively, <br />` be allowed to remain in these backfilled soils At these extremely low residual levels, <br /> under these site conditions, it is felt that these soils will not pose a threat to the <br /> groundwater, and monitoring of the fill area will not be necessary All work will be <br /> performed by licensed contractors with appropriate construction permits from the City of <br /> Stockton and San Joaquin County <br /> Water Disposal Plan <br /> As discussed earlier, there are 19 partially filled 55-gallon drums on the site that contain <br /> groundwater that was purged from the monitoring wells on the site during development <br /> and sampling It is estimated that these 19 drums contain a total volume of about <br /> 820 gallons <br /> The specific groundwater quality data from each well are found in Table 2 The City of <br /> Stockton, Department of Municipal Utilities, Environmental Control Division will allow the <br /> . discharge of groundwater into the sanitary sewer if the maximum TVH level is 100 mg/i <br /> and the maximum total toxic organics 0 a BTEX} concentration is below 4 57 mg/l <br /> Application must be made to the City of Stockton prior to discharge of the waters The <br /> SlmptlRoekwplwwkplsn 3 910557 00 <br />