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HORIZON ENVIRONMENTAL INC. <br /> FIELD METHODS AND PROCEDURES <br /> The following section describes field procedures that will be completed by Horizon Environmental <br />' Inc (Horizon)personnel in performance of the tasks involved with this project <br /> l<A HEALTH AND SAFETY PLAN <br />' Field work performed by Horizon and subcontractors at the site will be conducted according to <br /> guidelines established in a Site Health and Safety Plan (SHSP) The SHSP is a document that <br /> describes the hazards that may be encountered in the field and specifies protective equipment, work <br />' procedures, and emergency information A copy of the SHSP will be at the site and available for <br /> reference by appropriate parties during work at the site <br />' 2.0 LOCATING„JJNDERGROUND UTILITIES <br /> Prior to commencement of work on site, the location of underground utilities will be researched <br /> with the assistance of Underground Service Alert (USA) USA will contact the owners of the <br /> various utilities near the site to have the utility owners mark the locations of their underground <br /> utilities Work associated with the boring and monitoring well installation will be preceded by <br /> manual hand augering to a minimum depth of 4 feet below grade to avoid contact with underground <br />' utilities <br /> 3.0 SOIL EXCAVATION AND SAMPLING <br /> Permits will be acquired prior to the commencement of work at the site If a mobile laboratory is <br /> not available to analyze excavated soil, the soil will be evaluated using a field calibrated (using <br /> isobutylene) Thermo Environmental Instruments Model 580 Organic Vapor Meter (OVM) or <br />' equivalent instrument This evaluation will be done upon arrival of the soil at the ground surface in <br /> the excavator bucket by removing the top portion of soil from the bucket, and then placing the <br /> intake probe of the OVM adjacent to the surface of the soil in the bucket Field instruments such as <br /> the OVM are useful for measuring relative concentrations of vapor content, but cannot be used to <br /> measure levels of hydrocarbons with the accuracy of laboratory analysis <br />' Samples will be taken from the soil in the bucket by driving laboratory-cleaned brass sleeves into <br /> the soil The samples will be sealed in the sleeves using Teflon sheets and plastic caps, labeled, and <br /> promptly placed in iced storage If mobile laboratory or field subjective analyses suggest the <br />' presence of hydrocarbons in the soil, additional excavation and soil sampling may be performed, <br /> using similar methods If groundwater is encountered in the excavation, groundwater grab samples <br /> will be collected from the excavation using a clean disposable bailer The groundwater samples will <br />' be collected as described below under "Groundwater Grab Samples” The excavation will be <br /> backfilled or fenced prior to departure from the site <br />' Composite characterization samples will be collected from soil stockpiles generated at the site A <br /> composite sample is four sample locations (as discrete samples) per composite The composite <br /> characterization samples will be collected from the stockpiled soil by selecting random locations <br /> accessible around the soil pile, removing approximately six inches of soil, and driving a clean brass <br />' sleeve into the soil pile at the selected location The number of samples collected will be based on <br /> the estimated amount of stockpiled soil Generally, one composite soil sample is collected per 50 or <br /> 100 cubic yards of soil All samples collected will be prepared and chilled for transport under <br /> Chain-of Custody protocol, and sent to a State-certified laboratory for the analyses requested <br />