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Kennedy/Jenks Consultants <br /> APPENDIX B <br /> ' TYPICAL HYDRAULIC PUSH/DRIVE BORING AND SOIL SAMPLING PROCEDURES <br /> This appendix describes the procedures that were used by Kennedy/Jenks Consultants <br /> personnel for collecting soil samples with a hydraulic push/dnve system <br /> ' EQUIPMENT <br /> e Portable, hydraulic pushldnve sampling system <br /> 6-inch long, 7/8-inch O D stainless steel or brass liners, and 24-inch, 7/8-inch O D <br /> butyrate liners, and liner sealing materials (Teflon sheets, plastic end caps, Ziploc <br /> plastic bags) <br /> • Type 11 Portland cement <br /> FID or PID organic vapor analyzer <br /> ' . Equipment cleaning materials <br /> - Steam cleaner <br /> - Generator <br /> - Stiff-bristle brushes <br /> - Buckets <br /> - High-purity phosphate-free liquid soap <br /> ' - Deionized water <br /> Rinsate collection system <br /> Personal protective equipment <br /> a Chain-of-custody forms <br /> Insulated sample storage container and ice substitute <br /> TYPICAL PROCEDURES <br /> 1 Applicable dnllmg permits were obtained pnor to mobilization <br /> ' 2 Sample locations were cleared for underground utilities <br /> 3 All downhole equipment was steam cleaned pnor to use at each location <br /> 4 Soil bonngs were advanced using a portable, hydraulic pushldnve sampling system that <br /> simultaneously drives two nested, steel sampling rods into the ground to collect <br /> continuous soil cores <br /> %ob18eWW=ChWwse4ii%append b doe B-1 <br />