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S <br /> G <br /> Dr <br /> Color Spot„ Inc. 2 <br /> f;:ww June 28, 1991 (M88168G) <br /> The SGD obser, er arrived at the site at 0930 on May 22, 1991, at <br /> which time JTO had already removed the product delivery lines, vent lines, and <br /> fill ports and had exposed both tanks. By 1100, both USTs were removed and <br /> appeared to be free of holes. Excavated soil was stockpiled ar:-and the north, <br /> west, and south sides of the excavation. No visible staining or hydrocarbon odor <br /> was noted in the soil piles or tank excavation. <br /> The soils removed from the excavation were monitored by SGD for <br /> volatile petroleum hydrocarbons using a photoionization detector (PID). The PID, <br /> a Microtip II HL-200 model manufactured by Photovac, Inc. , was calibrated that <br /> morning to an isobutylene gas standard of 50 parts per million (ppm) provided by <br /> the Alphagaz Corp. (lot number 30689). The ambient air was monitored before and <br /> during tans: excavation and did not contain vapors detectable to the PID. The <br /> soil piles were monitored in 10 different locations by exposing soil several . <br /> inches below the surface and holding the PID probe within 3 inches of the soil. <br /> During this monitoring, no volatile hydrocarbons were detected by the PID. <br /> The area of the tank excavation was approximately 30 by 32 feet, and <br /> the depth was between 10 and 12 feet (see Figure 3 - Plan View of Excavations). <br /> Three underground utility lines were partially exposed along the east side of the <br /> excavation. These lines (one metal and two PVC) are approximately 3 inches in <br /> diameter and buried between 2 and 3 feet deep. <br /> Four soil samples were collected from beneath the former tank <br /> locations, one sample from each end as shown on Figure 3. Each sample location <br /> was cleared of sloughed soils and deepened to about 14 feet prior to sample <br /> collection. The samples were collected in pre-cleaned stainless steel sleeves <br /> (2.5 inches in diameter, 3 irches-long) from the tooth-portion of the backhoe <br /> bucket. The sample sleeve was pushed into the soil and carefully removed so that <br /> the sleeve remained full of soil. The ends were covered with Teflon sheeting and <br /> plastic caps, taped, labeled, and placed in an ice chest with ice and artificial <br /> ice pending delivery to the laboratory for chemical analysis. <br /> Ms. Resch of EHD directed the collection of a fifth soil sample, from <br /> beneath the product lines 2 feet from the southwest corner of the building <br /> housing the boiler (Figure 3). The sample was collected from a depth of 3 feet <br /> bgs. Soil in that area was stained, contained a strong hydrocarbon odor, and <br /> registered up to 100 ppm on the PID readout. The sample was collected by pushing <br /> a sleeve (as described above) into the side wail of a hole about 2 feet in <br /> diameter and 4 feet in depth, excavated by shovel. This sample, labeled number <br /> 5, was handled in the same manner as the first four. <br /> Table 1 - Soil Sample Analytical Results, contains the results for <br /> all soil samples collected on May 22 and the reports are included in Appendix A - <br /> Laboratory Analytical Reports. The results are discussed in the Laboratory <br /> -- -- -------Analysis-section-of this--letter-report-- Observations--recorded during-field <br /> have been included in Appendix B - Field Memoranda. <br />