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3600 SMITH AVE 2025-08-19
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3600 SMITH AVE 2025-08-19
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Last modified
8/19/2025 10:27:54 AM
Creation date
12/4/2023 1:08:09 PM
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Address Document
Street Name
SMITH AVE
Street Number
3600
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screening and headspace vapor screening are more sensitive methods that have been effective in <br /> detecting contamination at concentrations less than regulatory cleanup guidelines. Sheen screening <br /> involves placing soil in a pan of water and observing the water surface for signs of sheen. Sheen <br /> classifications are as follows: <br /> ■ No Sheen (NS): No visible sheen on water surface. <br /> ■ Slight Sheen (SS): Light, colorless, dull sheen; spread is irregular, not rapid; sheen dissipates <br /> rapidly. <br /> ■ Moderate Sheen (MS): Light to heavy sheen, may have some color/iridescence; spread is irregular <br /> to flowing;few remaining areas of no sheen on water surface. <br /> ■ Heavy Sheen (HS): Heavy sheen with color/iridescence;spread is rapid;entire water surface may <br /> be covered with sheen. <br /> Headspace vapor screening involves placing a soil sample in a plastic sample bag. Air is captured in the <br /> bag and the bag is shaken to expose the soil to the air trapped in the bag.The probe of a PID is inserted in <br /> the bag and the instrument measures the concentration of combustible vapor in the air removed from the <br /> sample headspace. The PID measures concentrations in ppm (parts per million) and is calibrated to <br /> isobutylene. The PID is designed to quantify combustible gas and organic vapor concentrations up to <br /> 2,500 ppm.A lower threshold of significance of 1 ppm was used in this application. Field screening results <br /> are site-specific and vary with soil type, soil moisture content,temperature and type of contaminant. <br /> Groundwater Monitoring Well Sampling <br /> Groundwater samples were obtained from the monitoring wells for compliance monitoring purposes. <br /> Groundwater samples were collected by low-flow methods using new disposable tubing and a peristaltic or <br /> submersible pump. A portion of each groundwater sample collected was field filtered using a single-use <br /> 0.45 micron in-line filter prior to collection in laboratory provided container. Containers with field filtered <br /> samples were labeled as field filtered. <br /> Each groundwater sample obtained duringthe investigation was identified by a unique sample designation. <br /> The sample designation was documented in the field report and included on the sample container label <br /> and laboratory chain-of-custody. The soil sample designation scheme is as follows: <br /> ■ Monitoring well number MW-1 etc., followed by the date of collection using two-digit month, day and <br /> year. For example, MW-1-070920 is from monitoring well MW-1 and sampled on July 9, 2020. <br /> Groundwater samples were placed in a cooler with ice for transport to the laboratory within proper hold- <br /> times. Standard chain-of-custody procedures were followed in transporting the samples to the laboratory. <br /> Copies of the laboratory reports are provided in Appendix C. <br /> GEoENGINEER� January 24,2022 Page B-2 <br /> File No.0661-108-03 <br />
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