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05 August 1999 <br /> AGE-NC Project No. 98-0497 <br /> Page 5 of 5 <br /> least one soil boring will be continuously sampled using a macro core sampler. Relatively <br /> undisturbed soil samples will be collected in all other b rings using a Geoprobe soil sampling <br /> assembly loaded with pre-cleaned 1.125-inch by 6-inch b sleeves. Upon soil sample retrieval, <br /> the sample sleeve will be separated with a clean soil knife.The exposed ends of the second sleeve <br /> will be covered with Teflon sheets, capped and sealed witli tape. Soils encountered in the borings <br /> will be visually classified by an AGE geologist in accordance with the Unified Soil Classification <br /> System(USCS).Additionally,soil samples will be field semened for the presence of volatile organic <br /> compounds using an organic vapor meter(QVM)_ <br /> Following sample collection,each preserved ground water container will be labeled with the boring <br /> location,depth,time,date and sampler's initials. AppropriLely sealed and labeled samples will be <br /> placed in a chilled container under ice and transported under chain-of-custody procedure to a DHS- <br /> certified laboratory. <br /> 4.2. BACKFILLING ACTIVITIES <br /> Following soil sampling activities,all probe borings will be backfilled with portland cement utilizing <br /> a PVC tremie pipe. The trernie pipe will be placed at to al depth and slowly raised as portland <br /> cement is poured down the tremie pipe;a nominal six galloi i to 94-pound sack portland cement ratio <br /> will be utilized in preparation of the water to grout mixtur . <br /> 4.3. EQUIPMENT DECONTAMINATION <br /> All sampling tools used for sample collection will be thoroughly rinsed with clean water after being <br /> washed with a solution of Alconox. All down-hole drilling and sampling equipment will be triple <br /> washed with Alconox detergent and tap water prior to stwting each boring. <br /> Advanced GeolEnvlronmental,Inc. <br /> i <br />