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Project No. 014-13157 <br />Page No. 4 <br />locations of the composite sample, Krazan will excavate an area approximately 50 feet long by <br />seven (7) feet wide by two (2) feet deep. <br />PID field screening will be conducted to evaluate excavated soil for the presence/absence of <br />constituents of concern (COCs) during removal and sample collection. <br />The excavated soil will be placed in a bin(s) or drums and a soil profile will be completed to <br />characterize the soil for disposal. <br />Six (6) soil samples will be collected from the bottom and side walls of the excavation to confirm <br />that the hydrocarbon-impacted soil has been removed. The soil samples will be analyzed for <br />TPH-d and TPH-mo by EPA Method 8015C. <br />One (1) composite soil sample will be collected from the bins/drums to characterize the soil for <br />disposal. The sample will be analyzed for TPH-cc and CAM 17 metals by EPA Method 6010B <br />and 7471A. <br />Soil samples will be collected in stainless steel sleeves and will be immediately placed in an iced <br />chest. The soil samples will be labeled and identified on a chain of custody. The soil samples <br />will be transferred to an analytical laboratory under chain of custody protocol. <br />Industry standard methods and protocols for sample collection, sampling equipment <br />decontamination, sample storage, transport, hold times, chain-of-custody, etc. will be <br />implemented. <br />The excavation will be backfilled with clean soil and compacted to a minimum of 90 percent of <br />relative density. <br />After completing the field and laboratory work, a report will be prepared which will include field <br />methodologies, tabulated analytical results, supporting documentation, and our findings, <br />conclusions and recommendations. The report will be reviewed and signed by a California <br />Professional Geologist. <br />SCHEDULE <br />Once this workplan is approved by the client, Krazan will schedule and begin the field activities within <br />approximately five (5) business days. Permitting is expected to require 10 business days to complete and <br />the geotechnical investigation is expected to take another 15 business days to complete. We anticipate <br />that the excavation activities including completion of the confirmation soil sampling activities would be <br />completed within two (2) days. Laboratory turnaround time will be seven days (7). We further anticipate <br />that a final report detailing the results of the excavation will be completed within 10 business days <br />following receipt of the final laboratory data. Thus, the final report should be available approximately 35 <br />to 40 business days following approval of the workplan by the client, unless the need to obtain the boring <br />and/or excavation permit extends the schedule. <br />KRAZAN & ASSOCIATES, INC. <br />With Offices Serving the Western United States <br />014-13157 2014-3-28 WP for Excavation_Wilson Way Stockton FINAL