Laserfiche WebLink
1 <br /> ' 08 June 2001 <br /> AGE-NC Project No 95-0137 <br /> ' Page 5 of 9 <br /> 2 8 MONITORING WELL PURGE PROCEDURES <br /> On I0 April 2001, a Solinst water level meter was used to measure the depth to ground water In <br /> ground water monitoring wells MW-1 through MW-5 The depths to ground water are summarized <br /> in Table 1 <br /> ' After ground water depth measurements were recorded, a minimum of three well casing-water <br /> volumes of ground water were purged from wells MW-1 through MW-5 All wells were purged <br /> using a pre-cleaned two-stage submersible pump Temperature,pH, and conductivity were measured <br /> at regular intervals using a Hydac water analyzer Purged water was stored on-site in 55-gallon <br /> drums The field data sheets are included in Appendix C <br /> 2 9 GROUND WATER SAMPLE COLLECTION <br /> After purging and allowing a minimum 80%recharge recovery of the initial water level in each well, <br /> samples were collected using new,clean, disposable plastic bailers Each sample was transferred into <br /> ' three 40-m1 EPA-approved volatile organic analysis (VOA) vials and into one 1-liter amber bottle <br /> Samples were stored in a chilled container and transported under chain-of-custody to MAI <br /> ' Each sample was analyzed in accordance with the following <br /> • TPH-g and TPH-d in accordance with EPA Method 8015 Modified, <br /> ' • BTEX compounds and MTBE in accordance with EPA Method 8020, <br /> • TBA, DIPS, MTBE, ETBE and TAME in accordance with EPA Method 8260 Modified <br /> ' 30 FINDINGS <br /> Hydrocarbon impacted soil was encountered during the drilling of pilot boring and well installation <br /> ' as quantified by the laboratory data <br /> ' 31 STRATIGRAPHY <br /> Tan silt and sand were encountered at the site Silt,with trace amounts of clay at increasing depths, <br /> ' was distributed in beds at 10 feet bsg and 15 feet bsg Silt and minor clay were encountered at 25 feet <br /> . bsg Silty sand or sand was encountered at depths of 15 feet bsg and 18 feet bsg (a stratigraphic cross <br /> section of the soil at the site is depicted in Appendix A) <br /> I <br /> Advanced Geolinvironmental,Inc <br />