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Oi <br /> Cck- <br /> r, <br /> 1., <br /> PRE-TASITE oS <br /> ST 310RWORKPLANyw� <br /> ISOs 5.. El Dorado, Stockton, G •YF'��Y' <br /> I Aegis Project mo. 90-205 p '4 <br /> Page 3 <br /> perimeter, Underground Service Alert (USA) will not be notified for <br /> this phase of work. Two soil borings will be drilledadjacent to/ <br /> the existing tank basin and will be angled at approximately 30° - n <br /> Ea order to retrieve samples from beneath the tank basin. Drilling <br /> i , will be performed in accordance with Aegis' Standard operating <br /> Procedures (SOP--1; included as Appendix B. The borings are <br /> proposed to be drilled to a depth of approximately fifty-five. (55)t 6D <br /> .„ feet bas. If groundwater is encountered, the baring will be <br /> terminated. <br /> During drilling, the subsurface soils and alluvial materials of the <br /> ` unsaturated zone will be sampled/screened at a <br /> intervals in accordance with Aegis SOP-2 A Howe approximately However, <br /> it <br /> F:= g Appendix B. However, t <br /> must be noted that due to the angle at which the slant borings are < ' <br /> proposed to be drilled, sample retrieval may not be possible at all <br /> sampling intervals. Also due to the proposed slant boring method, <br /> the associated blOWCount data will not be directly representative <br /> of the soil density or consistency. The samples will be described <br /> according to the Unified Soil Classification System (USCS) and <br /> �.: Aegis' SOP-3, Appendix B. <br /> E <br /> tr Retrieved soil samples will be screened in the field by a portable <br /> ° photoionization detector (PID) to assist in sample selection for <br /> laboratory analysis. The soil samples selected for analytical <br /> testing will be delivered under chain-of-custody to a state- <br /> certified analytical laboratory according to Aegis' SOP-4, Appendix <br /> B. <br /> to r <br /> All drilling and soil sampling equipment will be steam cleaned <br /> prior to first use, and between borings, to eliminate the <br /> possibility of cross-contamination. Rinsewater will be stored ~ <br /> ,temporarily on site in 55- <br /> gallon drums, pending laboratory analysis E� <br /> of the! boring samples. Following receipt of the laboratory <br /> results, the rinsewater will be transported from the site to <br /> ° appropriate disposal facility. <br /> an <br /> The selected soil samples will be analyzed following the SJCPHSD's <br /> a "Sampling Protocol for Routine Tank Removals" (included as Appendix <br /> C) for concentrations of: Total Petroleum Hydrocarbons, as gasoline j <br /> (TPH) , Benzene, Toluene, total Xylenes, and Ethylbenzene (BTX&E) <br /> and Ethylene dib_tomide (EDB) , by GCFID/MS, EPA Method 8260. In <br /> addition, the samples will be tested for Total Lead constituents by <br /> Flame AA, EPA Method 7420. <br /> 90-205A.WP1! <br /> i <br /> 90-205.WP: t <br /> i <br />