Laserfiche WebLink
lY 42 <br />+4 y <br /> S E C 0 R <br /> Mr Mike Infurna <br /> October 13, 2003 <br /> Page 2 <br /> • Permitting The applicable permits for soil borings will be obtained from San Joaquin <br /> County and encroachment permits for two borings will be obtained by the City of Lathrop <br /> • prior to drilling activities ConocoPhillips will obtain an access agreement for three of the <br /> borings (borings north and northeast of MW-16) prior to their completion <br /> k <br /> • Geoprobe Soil Borings Five Geoprobe® sod borings will be drilled at the locations shown ' <br /> on Figure 1 Sod borings will be drilled until groundwater is encountered The depth of these <br /> borings is estimated to be approximately 12 to 15 feet below ground surface (bgs) Soil <br /> samples will be collected at 5-foot intervals and a grab groundwater sample will be collected <br /> from the bottom of each boring using a "hydropunch" or similar sampling device Field <br /> procedures for Geoprobe®drilling are provided as Attachment A <br /> • Sample Selection and Analysis Soil samples will be collected at 5-foot intervals, and will <br /> be sent under chain-of-custody procedures to a California State-certified laboratory <br /> Selected soil samples will be analyzed for TPHg, BTEX compounds, and MtBE by EPA <br /> Method 8260E single run At a minimum, two sod samples in each boring will be analyzed for <br /> the above constituents Groundwater samples from each boring will be analyzed for TPHg, <br /> BTEX, and fuel oxygenates (MtBE, EtBE, DIPS, TAME, TBA, EDB, 1,2-DCA, and ethanol) by <br /> • EPA Method 8260B and total lead <br /> o Groundwater Monitoring Wells After completion of the Geoprobe assessment, <br /> groundwater monitoring wells will be installed at locations determined by the Geoprobe® I <br /> assessment (SECOR will submit a letter addendum proposing the number and location of <br /> additional wells) Soil borings will be drilled using 8-inch diameter hollow-stem auger Upon w <br /> completion of drilling, a 2-inch diameter groundwater monitoring well will be installed in each <br /> boring Groundwater is anticipated to be encountered at approximately 12-15 feet below <br /> ground surface (bgs) The wells will be screened from approximately 5 feet below ground <br /> surface to 10 feet below where groundwater is first encountered Field procedures for <br /> groundwater monitoring well installation are provided as Attachment A <br /> • Monitoring Well Development and Sampling After installation, the monitoring wells will <br /> be developed by rigorously surging the well over the length of the screen interval and by <br /> purging approximately 10 casing volumes of water After well development, groundwater <br /> samples will be collected and sent under standard chain-of-custody procedures to a <br /> California State-certified laboratory The groundwater samples will be analyzed for TPHg, <br /> BTEX, and fuel oxygenates (MtBE, EtBE, DIPE, TAME, TBA, EDB, 1,2-DCA, and ethanol) by <br /> • EPA Method 8260B and total lead <br /> • Well Surveying Upon completion of well construction, the well will be surveyed by a <br /> licensed surveyor to a local benchmark relative to mean sea level In order to comply with <br /> the State Geotracker requirements, the latitude and longitude location of the well will also be <br /> surveyed Groundwater gradient will be interpreted utilizing wellhead elevations and depth- <br /> to-water measurements <br /> ,r <br /> z <br /> • Report A report will be prepared after completion of the fieldwork and will document the <br /> • installation of well well MW-16, the additional geoprobe assessment, and monitoring well <br /> installation fieldwork The report will include the following items groundwater gradient map, <br /> groundwater dissolved petroleum hydrocarbon concentration maps, soil boring logs, soil 44 <br /> 1 1ConocoPhdhps\Tosco Marketing1l2051Work Plans\Addendum WPLAN Oft-Site Assmnt doe <br />