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Remedial Investigation/recommended action-1995
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1955 Shoreline Drive - 10-117-23-42-0022 Tie 1975 Shoreline to this address
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Remedial Investigation/recommended action-1995
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Last modified
8/22/2023 3:28:10 PM
Creation date
11/16/2018 1:08:56 PM
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x Address Old
House Number
1960
Street Name
Shoreline
Street Type
Drive
Address
1960 Shoreline Drive
Document Type
Misc
PIN
1011723420022
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� Sailors World, Inc. <br /> Summit Project No. 922030 <br />� October 5, 1995 <br /> Page 5 <br />� 3.3 Field Screening and Analysis of Soil Samples <br />� Soil headspace screening was performed at test probe locations P-9 through P-15. During test <br /> probe operations, continuous core samples were screened for indications of organic vapors using <br /> a PID and jar headspace methodology. PID readings were not detected above background levels <br />� at P-9, P-10, P-11, P-13, and P-14. The PID readings were generally below background levels at <br /> P-15, with a reading of 1 ppm detected at 8 feet below grade. The highest PID reading was <br /> recorded at P-12 (27 ppm), located on the other side of Highway 15, approximately 3 feet below <br />� the ground surface. Test probe logs containing soil descriptions and soil headspace screening <br /> results are included in Appendix III. <br />� Chemical analysis of soil samples collected in June 1995 indicated that concentrations of <br /> petroleum h�drocarbons were relatively low or below method detection limits. Six soil samples <br /> were analyzed by an independent laboratory for benzene, toluene, ethylbenzene, total xylenes <br />� (BTEX), and methyl tertiary butyl ether (MTBE). Additionally, selected soil samples were <br /> submitted for analysis of diesel range organics (DRO) and lead. An additional soil sample was <br />� analyzed on site using the laboratory equipment within the Geoprobe�van. Three of the six soil <br /> samples had detectable benzene concentrations. However, these concentrations were at or near <br /> the method detection limits, with the highest benzene concentration being detected at P-9 (0.13 <br />� ppm). Similarly, low or non-detectable concentrations of toluene, ethylbenzene, and xylenes <br /> were reported for the soil samples. Concentrations of MTBE were not detected at or above the <br /> method detection limits for the soil samples. Reported DRO concentrations were 42 ppm at P-11 <br />� and 180 ppm at P-12. These two probes were completed on the west side of Highway 15. In <br /> contrast, P-15, which was completed near the former UST, did not contain detectable <br /> concentrations of DRO or gasoline range organics (GRO). As presented in Table 1 and the <br />� attached laboratory report (Appendix N), results of the chemical analysis performed at P-11 and <br /> P-12 indicate that unidentified components with higher molecular weight than gasoline may be <br /> present in this area. Lead was detected at higher concentrations at P-11 (25 ppm) and P-12 (45 <br />� ppm) than the reported concentration in the area of the tank basin, P-15 (2.5 ppm). The results of <br /> chemical analysis of soil samples are summarized in Tables 1 and 2. <br />� 3.4 Water Sampling and Analytical Results <br /> During completion of the first round of Geoprobe� test probes in June 1994, groundwater <br />� samples were collected at test probe locations for chemical analysis, with the exception of P-7 <br /> since water was not observed at this test probe location. A water sample was also collected at the <br />� Sailors World water supply well. Chemical analysis was performed on site using the Geoprobe� <br /> laboratory for BTEX,MTBE, GRO, 1,3,5-trimethylbenzene (TMB), and 1,2,4-TMB. <br />� A modified version of the State of Wisconsin GRO Method was used to quantify GRO <br /> concentrations in the field utilizing purge-and-trap sample concentration. Soil and groundwater <br /> samples were. concentrated with an OI-Analytical Model 4460A purge-and-trap sample _ <br />� <br />� <br />
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