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u <br /> �.J <br /> i <br /> 26 April 2011 <br /> AGE-NC Project No. 03-1100 <br /> Page 3 of 6 <br /> through OW4 and OW8 through OW10, from 12 to 14 feet bsg in borings OW5 and OW6, <br /> and from 12.5 to 14.5 feet bsg in boring OW7. <br /> The wells were installed by placing the well casing through the hollow stem of the augers <br /> to the total depth of the boring. The augers were incrementally raised as#2/16 sand (filter <br /> pack) was slowly poured down the annulus between the well casing and the inner wall of <br /> the hollow stem auger. The filter packs were placed adjacent to the sparge points from the <br /> bottom of the boring to a point approximately 1.5 and 2 feet above the top of the sparge <br /> points. <br /> A 3.5-foot or 4-foot bentonite seal was installed above the filter packs utilizing medium- <br /> sized bentonite chips. Once the chips were in place, they were allowed to hydrate a <br /> minimum of one half hour prior to grouting. Following hydration of the bentonite, the wells <br /> were grouted to near surface with portland type II cement (grout seal), and a water-tight, <br /> traffic-rated well box was installed over the wells. <br /> 2.4. NON-HAZARDOUS WASTE DISPOSAL <br /> On 25 February 2011, Slaby Environmental Inc. of Stockton, California, transported and <br /> disposed of ten 55-gallon drums of soil cuttings generated during ozone well installations. <br /> Drums were properly disposed of at Western Environmental of Mecca, California. On 04 <br /> March 2011, Instrat Inc. of Rio Vista, California transported and disposed of 3 purge water <br /> drums generated during ozone well installations and periodic ground water monitoring <br /> events. Transported water was treated and disposed of at Instrat's facilities. Non- <br /> hazardous waste manifests documenting the disposal of soil and water are included in <br /> Appendix E. <br /> 3.0. WELL SAMPLING PROCEDURES <br /> On 30 March 2011, a limited ground water monitoring event was performed at the site. <br /> Depth to ground waterwas measured and ground water samples were collected from wells <br /> OW3, OW4, OW6 and OW7. Ground water monitoring and sampling was performed in <br /> accordance with AGE's standard monitoring and sampling procedures, provided in <br /> Appendix F. <br /> Advanced GeoEnvironmental,Inc. <br />