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PCA- Intersection of SR 60 and 43rd Avenue - 2 - <br /> Ardaman Proposal No. 12-3836 <br /> I. Preliminary Contamination Assessment <br /> The initial assessment activities and laboratory analyses described below are designed to <br /> preliminarily explore subsurface conditions, and adhere to the criteria established in FAC 62-770. <br /> All samples collected during this assessment will be provided to a National Environmental <br /> Laboratory Accreditation Conference (NELAC) certified laboratory for analysis. <br /> The proposed environmental activities will produce various investigation-derived wastes (IDW) <br /> including but not limited to: decontamination fluids; soil cuttings;well development water; and well <br /> purge water. We have assumed that IDW can be handled as non-hazardous. For budgetary <br /> purposes, we have included an allowance for drumming IDW as necessary. <br /> A. Soil Sampling, Soil Screening and Analytical Testing <br /> Up to 70 auger borings will be conducted to a depth of 2 to 3 feet below the encountered <br /> groundwater table or to a maximum depth of 7 feet at accessible locations within the existing <br /> and/or proposed right-of-way expansion areas adjacent to the sites identified in the CSER as <br /> having "medium" and "high" potential for contamination. The auger borings will be conducted <br /> using a 3-inch diameter, hand-held bucket auger. Soil samples will. be obtained during <br /> performance of the borings at approximate- 2-foot intervals. These samples will be placed in <br /> 16-ounce glass sample jars, half-filled, in general accordance with FAC 62-770. A sample of soil <br /> gas will be withdrawn using the vacuum pump of an organic vapor analyzing (OVA) device <br /> (Century 128 OVA). Soil samples collected will also be observed for indications of stains, <br /> sheens and unusual odors. A summary of the proposed number and approximate location of the <br /> borings is provided in the following table. <br /> Site Address(Proximity to Intersection) Proposed Number and Location of Borings <br /> Mark's Mobil 4310 20'"Street(Northwest Comer) Four along 43rd Avenue and four along 20`"Street <br /> Former Texaco/Lenny's Lounge 4315 20'"Street(Southwest Comer) Four along 43rd Avenue and four along 20d'Street <br /> Former FINA#6644/Mobil 4395 20d'Street(200 Feet West) Four along 201"Street <br /> Former Union 76 4233 201"Street(Southeast Comer) Four along 43id Avenue and four along 20'h Street <br /> Cumberland Farms 1925 43rd Avenue(500 Feet South) Four along 43d Avenue <br /> Indian River Farms WCD 4400 20'"Street(Northwest Comer) Four along 43d Avenue and four along 201"Street <br /> Quick Snack and Coin Laundry 4236 20'"Street(Northeast Comer) Four along 43rd Avenue and four along 20'"Street <br /> Mermaid Car Wash 1935 43rd Avenue(450 Feet South) Three along 43rd Avenue <br /> Strip Shopping Center 4201 -4211 201"Street(200 Feet East) Five along 201"Street <br /> (Vero Beach Dry Cleaners) <br /> In addition, up to 12 soil samples will be collected from select boring locations for chemical <br /> analyses. The samples will be "grab" samples obtained from locations and depths that will be <br /> determined based on the results of the soils screening and/or proximity to sites most likely <br /> believed to have contamination. The samples will be submitted for chemical analyses by EPA <br /> Methods 8020 and 8270 and for TRPH by the FL-PRO method. Additionally, up to six of the <br /> samples will also be analyzed by EPA Method 8010. <br /> B. Groundwater Sampling Wells <br /> lftw Temporary groundwater sampling wells will be installed at locations determined based on findings <br /> during the assessment. For budgeting purposes, we have preliminarily assumed up to 26 <br /> shallow wells (to a maximum depth of 10 feet) will be needed to explore for the presence of <br /> groundwater contamination. The locations of the wells and actual depths will be determined <br /> 33 <br />