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23 July 1998 <br /> AGE-NC Project No. 98-0463 <br /> Page 4 of 4 <br /> Guidance Manual for Hazardous Waste Site Activities (Prepared by National Institute for <br /> Occupational Safety and Health Administration, U.S. Coast Guard and U.S. Environmental <br /> Protection Agency, 1985). <br /> 2. Notify the PHS-EHD 48 hours prior to commencement of any work, while securing proper <br /> city/county soil boring permits. <br /> 3. Mark boring locations will be at least 48 hours in advance of field work for an Underground <br /> Service Alert(USA) check of underground utilities or pipes. <br /> 4. Advance five probe borings using a van-mounted Geoprobe equipped with a 1.125-inch <br /> diameter probe rods fitted with a retractable ground water screen and advanced to the total <br /> depth of each probe boring. Advance probe borings to depths of 20 feet bsg, if required,to <br /> reach ground water. Probe boring locations are illustrated on Figure 2. <br /> 5. Release the set pin and retract the rods upward to allow ground water to flow into the screen. <br /> Place a bailer fitting on the end of 3/8-inch diameter polyethylene tubing and insert through <br /> the rod assembly into the exposed screen. <br /> 6. Manually pump ground water into the VOA vials and 1-liter amber bottles. <br /> 7. Label sample containers with boring designation, date, time and sampler's initials, and enter <br /> onto chain of custody form. <br /> 8. Store samples in a chilled container pending transfer to a state-certified analytical laboratory <br /> under chain of custody for analysis as outlined in Section 3.3. above. <br /> 9. Backfill each probe boring using cement through a tremie pipe from total depth of the boring <br /> to three feet bsg. Backfill the remainder of the boring with clean native soil. This boring <br /> destruction method is selected to avoid future damage to agricultural equipment working the <br /> parcels, and is in accordance with well standards (section 13.17.8). <br /> 4.2. REPORTING <br /> A letter report detailing the results of the investigation will be prepared for submittal to the PHS- <br /> EHD. The results will also be incorporated into the Phase I site assessment report currently in <br /> preparation for the use of California Natural Products, Inc. The letter report will be in a format <br /> acceptable to the PHS-EHD and will be reviewed and signed by a California Registered Geologist. <br /> Advanced GeoEnvironmental,Inc. <br />