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` K L E I N F E L D E R <br /> L 2. Soils were noted to be primarily light brown silty sands and sandy silts from <br /> near surface to approximately 12 feet bgs underlain by olive brown silty clays <br /> from approximately 12 feet bgs to the total explored depth of approximately <br /> ` 15 feet bgs. <br /> 3. Two soil samples were collected at each of the four test pits at depths of <br /> Lapproximately 8 and 15 feet bgs. The 8 foot samples were collected near the <br /> estimated center of the five UST, Nos. 1 through 5, and the 15 foot samples <br /> were collected approximately 1 foot beneath the estimated base depth of the <br /> five asphalt oil USTs. The observed depths during the exposure of the ends <br /> of UST Nos. 4 and 5 appears to confirm the reported diameter (10 '/z feet) <br /> and total depth (approximately 14 feet bgs) of the USTs. <br /> L <br /> 4. Total extractable petroleum hydrocarbons and BTEX constituents were not <br /> detected at or above laboratory reporting limits. Reporting limits were not <br /> Ir found to be elevated and were consistent with typical reporting limits in the <br /> industry for the requested compounds. <br /> 6, 5. Based on observation of soils during test pit excavation and the soil sampling <br /> results, it does not appear that the requested petroleum constituents have <br /> impacted soil at the locations and depths sampled. Based on this data and <br /> L information and the exempt status of asphalt oil tanks, Kleinfelder does not <br /> recommend further soil sampling and analyses related to the five UST, Nos. 1 <br /> L through 5. <br /> 6. Kleinfelder recommends abandoning UST Nos. 1 through 5 in place using a <br /> L concrete and sand slurry after receiving approval from EHD. <br /> 7. Kleinfelder recommends informing EHD of Granite Construction's desire to <br /> receive a closure letter for these USTs from EHD. Granite Construction <br /> ` should forward this report and the proposed abandonment methodology for <br /> the five USTs to EHD for their review and comment. <br /> ` This report, and the conclusions and recommendations presented in this report are <br /> subject to the "Limitations" presented below. Any other party Granite Construction <br /> Company or regulatory agencies having enforcement jurisdiction for this site who would <br /> ` like to use this report shall notify Kleinfelder, Inc. in writing of such intended use. <br /> LIMITATIONS <br /> L Kleinfelder has prepared this report in accordance with the generally accepted <br /> standards of care which exist in San Joaquin County at the time of writing. It should be <br /> L recognized that definition and evaluation of geologic and chemical subsurface <br /> conditions is difficult. Judgments leading to conclusions and recommendations are <br /> L 90163.T03BT07R1061 January 3,2008 <br /> ©2007 Kleinfelder Page 5 of 7 <br /> L <br />