Laserfiche WebLink
r <br /> h <br /> DISCO PROPERTY,STOCKTON,CALIFORNIA <br /> i <br /> • Updating the site specific health and safety plan per OSHA requirements. <br /> • Obtaining the necessary permits for drilling (i.e.,PHS drilling and well permits). <br /> • Reviewing the utility lines in the area to verify safe drilling locations. <br /> I <br /> Subtask 2 Field Activities <br /> Under this subtask,three borings will be drilled and sampled and two of these borings will <br /> be converted to monitoring wells.Boring SB97-1 will be located at the north end of the <br /> former pump island. Borings SB97-2 (MW-11) and SB97-3 (MW-11D)will be placed near the <br /> southeast comer of the former pump island near known high concentrations of the <br /> j' constituents of concern (Figure 1). Borings SB97-1 and SB97-2 will be advanced to a depth <br /> of approximately 10 feet below the groundwater table. Each of these borings will be <br /> continuously logged and samples will be collected for chemical analyses. Based on the field <br /> screening and analytical results,the boring with the highest level of contamination will be <br /> converted into a shallow monitoring well (MW-11). After the installation of MW-11, a deep <br /> boring (SB97-3)will be drilled in the vicinity of MW-11 to evaluate the vertical extent of soil <br /> and groundwater contamination. After the total depth of groundwater contamination has <br />! been determined,boring SB97-3 will be converted into a deep monitoring well(MW-11D). <br /> Each boring will be: <br /> • cored continuously to its intended total depth; <br /> • screened with a photoionization detector (PID), <br /> • sampled and field tested for Total Petroleum Hydrocarbons (TPH) as gasoline using a <br /> field test kit such as Petroflag, and <br /> • sampled and analyzed by a state-certified laboratory for analysis of TPH as gasoline and <br /> benzene,toluene,ethyl benzene, and xylenes (BTEX). <br /> Soil samples from distinct lithological units in the deep boring will be collected and <br /> submitted to a geotechnical laboratory for the analysis of falling head permeability using <br /> ASTM method 5084, dry bulk density using ASA 930.2,moisture content ASTM D2216,and <br /> total organic carbon using ASTM D2974. <br /> Approximately 3.to 4 soil samples per boring will be submitted to the certified laboratory <br /> for testing(Table 1). The testing will be performed to verify the field results and help <br /> calibrate the field screening techniques. <br /> As discussed above,one shallow (MW-11) and one deep (MW-11D) monitoring well will be <br /> installed in the borings that contain the highest levels on petroleum contamination. The <br /> exact location and screen interval of these monitoring wells will be determined with j <br /> concurrence from Ron Rowe of PHS. <br /> The well screen for MW-11 will be placed across the top of the static water level.This well <br /> will be designed to afford the opportunity to monitor the top of the uppermost portion of <br /> the aquifer and allow for approximately 13 feet of water level rise. The base of the screen <br /> will be at 65 feet below ground surface which coincides with the top of the screened interval <br /> of the next shallowest,existing monitoring point(NP-2) in the area of the former pump <br /> 3 <br />