Laserfiche WebLink
it(V8V( <br /> A S 5 0 C I A T E 5 I N C <br /> model that includes analytical data collected during removal of a waste oil tank from the site in <br /> September 2003 The requested workplan was submitted by ATC on February 2, 2004 <br /> On September 11 and 12, 2003, a 500-gallon capacity used oil UST was excavated and removed <br /> from the site respectively, by Walton Engineering, Inc Petroleum hydrocarbons and metals were <br /> detected in a soil sample collected from below the former location of the UST from a depth of <br /> approximately seven feet bgs Refer to Grayland Environmental's Underground Storage Tank <br /> and Fuel Dispenser Removal Report, dated October 16, 2003, for more information In <br /> September 23 and 24, 2003, H2OGEOL collected groundwater samples from MW1 and MW4 <br /> through MW8 Petroleum hydrocarbons were detected in groundwater samples collected from <br /> these wells The reported groundwater flow direction was to the north Refer to H2OGEOL's <br /> Third Quarter, 2003 Groundwater Monitoring Report, dated October 31, 2003, for more <br /> information <br /> SAMPLING ACTIVITIES <br /> On March 2, 2004, ATC personnel collected groundwater samples from monitoring wells MW 1 <br /> and MW4 through MW8 Monitoring wells MW2 and MW3 are sampled annually The <br /> locations of the wells are shown on Figure 2 Prior to collection of groundwater samples, the <br /> depth to water, pH, electrical conductivity, and temperature were measured in groundwater <br /> purged from the monitoring wells and recorded A minimum of three well casing volumes were <br /> purged from each monitoring well prior to sampling The wells were allowed to recover and <br /> samples were collected from each well using disposable polyethylene bailers <br /> The groundwater samples collected from each well were submitted to State-certified Argon <br /> Laboratories Inc (ELAP Cert No 2359) in Ceres, California for chemical analysis of total <br /> petroleum hydrocarbons as gasoline (TPHg) utilizing EPA method 8015M, benzene, toluene, <br /> ethylbenzene, and xylenes (BTEX) utilizing EPA method 802013, and methyl tertiary butyl ether <br /> (MTBE), ethyl tertiary butyl ether (ETRE) di-isopropyl ether (DIPE), tertiary amyl ether <br /> (TAME), tertiary butyl ether (TBA), 1,2-dichloroethane (1,2-DCA), and 1,2-dibromoethane <br /> (EDB) utilizing EPA method 8260B Groundwater well purge and sample logs are contained in <br /> Attachment 1 <br /> GROUNDWATER FLOW DIRECTION <br /> Water level measurements were collected from wells MW 1 through MWS on March 2, 2004 <br /> Water levels in the shallow aquifer ranged from 4 57 to 6 82 feet below the tops of the well <br /> casing elevations, representing an average increase in the shallow water table elevation of <br /> approximately 0 64 feet since November 200k The water level data were used to develop the JV- ep <br /> groundwater elevation contour map (Figure VAssuming that horizontal isotropic conditions <br /> prevail, groundwater in the uppermost aquifer beneath the site flowed towards the south The <br /> • average hydraulic gradient on March 2, 2004 was calculated to be 0 0008 ft/ft or approximately <br /> 4 ft/mile A summary of groundwater monitoring data is presented in Table 1 J <br /> sleniromental125847100371reportsllgr-2004 doe 3 <br />