Laserfiche WebLink
v 111RICU�-UHUR <br /> Mr. Charles Leubner <br /> 6 February 1998 <br /> Page 2 <br /> total petroleum hydrocarbons as gasoline (TPH-G) and benzene, toluene, ethylbenzene, and total <br /> xylenes (BTEX). One groundwater sample was collected from the boring located directly over <br /> the former underground tank location. This sample was submitted for analysis of TPH-G, <br /> BTEX, methyl tertiary butyl ether(MTBE), and ethylene dibromide (EDB). The results of these <br /> analyses are presented in Table 2. <br /> After presenting the results of the soil investigation to PHS/EHD in the Helmick and Lerner Inc. <br /> report entitled Preliminary Site Investigation- Stagg High School dated 23 September 1997, the <br /> County requested the installation of a monitoring well to evaluate the presence of the gasoline <br /> constituents in groundwater. <br /> SCOPE OF WORK <br /> Task 1 —Install Monitoring Well <br /> A monitoring well (MW-1) is proposed at the location on Figure 2. It will be constructed using <br /> the hollow stem auger flight drilling method. Drilling activities will be conducted according to <br /> San Joaquin County regulations and permitting requirements. <br /> Drilling and Samplinu <br /> Drilling will be performed by hollow-stem auger drilling techniques using a truck-mounted drill rig <br /> equipped with 8-inch outside diameter hollow-stem augers. Augers and associated drilling and soil <br /> sampling equipment will be cleaned with a high pressure hot water washer before drilling each <br /> boring. The sampling equipment and brass tubes will be cleaned with an Alconox or trisodium <br /> phosphate wash and rinsed with distilled water prior to collecting each soil sample. Drilling and <br /> sampling will be performed according to ASTM Method D 1452-80, "Soil Investigation and <br /> Sampling by Auger Borings." <br /> Soil samples will be collected by placing the drill rig above the desired sampling depth and then <br /> driving a modified California split-spoon sampler lined with three brass tubes into the undisturbed <br /> soil. The sampler will be driven by a 140-1b hammer with a 30-inch drop (or an automatic hammer <br /> system with an equivalent force) according to ASTM Methods D 1586-84 "Split Barrel Sampling <br /> of Soil." Blow counts will be recorded in six-inch intervals after every sampling event. The ends <br /> of the middle of the three brass tubes filled at each sampled depth will be sealed using Teflon <br /> sheeting secured by tight fitting plastic caps. Soil samples will be collected at 5-foot intervals <br /> starting at a depth of 5 feet below ground surface. <br />