Laserfiche WebLink
Smith Environmental <br />SITE SAFETY PLAN <br />to the close proximity of an adjacent structure and underground utilities, in addition to the <br />instability of the excavation sidewalls, the excavation was limited in the northern and western <br />directions. Field methodology and analytical results are discussed in detail in Smth <br />Environmemntal's October 24, 1995 Soil Excavation Report, dated October 24, 1995. <br />To date, analyses of groundwater samples collected from the site monitoring wells indicate the <br />lateral extent of the dissolved hydrocarbon plume associated with the former fuel storage tanks <br />has been essentially defined, with the exception to the north. The groundwater flow has been <br />determined to be consistently in the westward direction <br />WORK PLAN <br />Task One: <br />Supervise the installation of six soil borings to depths ranging from approximately <br />15 to 25 feet below the ground surface. Two soil samples will be collected from each <br />boring; one from the soil/groundwater interface; and one from areas which exhibit <br />physical indications of contamination. Samples will be analyzed for BTEX (EPA <br />Method 8020), TPHg (EPA Method 8015). <br />PAGE <br />