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or approximately 0.52 gal/minute. After groundwater recovered to >_90% of static water level, <br /> an additional column of water was retrieved; no floating product was observed in the bailer. <br /> RECOMMENDATIONS <br /> The results of the bail down tests indicated that it is unlikely there is 3.34 ft (original apparent <br /> thickness) of free-phase floating product in the shallow water-bearing soil formation beneath the <br /> site. It is more likely that the initial apparent product thickness was the accumulation of vapor <br /> condensate during the 2.6 years that the well was unattended. This hypothesis is based on the <br /> apparent thickness of product calculated during TEST III following two weeks time for product <br /> to reinfiltrate the well. <br /> If the apparent 1 in of remaining floating product does actually exist in the formation (based on <br /> TEST II and TEST III calculations), then active product recovery is not recommended because <br /> most active systems are only capable of reducing thickness to approximately 0.25 inch, and <br /> therefore, this approach would be cost-prohibitive. Furthermore, the accuracy of the depth <br /> recordings is ±0.3 in, which may indicate that there is less than 1 in of free-phase floating <br /> product on the shallow groundwater. <br /> Because of the documented concentration of dissolved-phase petroleum hydrocarbons in the <br /> groundwater beneath the site, it is our recommendation that this small apparent thickness of free- <br /> phase floating product be mitigated during groundwater remediation procedures. Further <br /> subsurface investigation should confirm the actual non-existence of free-phase floating product <br /> �- beneath the site. <br /> Sincerely; <br /> WALSH & ASSOCIATES, INC. ! <br /> No. 559 <br /> 8f31;y,' <br /> Jeffrey A. Clayton, R.G. <br /> Senior Project Manager <br /> Jr <br /> cc: Mr. Harlin Knoll, REHS (SCEHD) <br /> ..'�wnyyW <br /> f.`.T� t& 9/17/93 168 -020.prr <br /> �(�( 3 <br /> & Associates. Inc, <br /> Fmircminc:nial S i .nlitii and Engineers <br />