Laserfiche WebLink
ATC Associates Inc <br /> (: <br /> V�JRTC <br /> 1117 Lone Palm Avenue, Suite B <br /> " Modesto, California 95351 <br /> 209-579-2221 <br /> fax 209-579-2225 <br /> . A S S O C t A T E S I N C <br /> SAMPLING ACTIVITIES <br /> On March 8, 2006, ATC personnel collected groundwater samples from MW 1, and MW4 through MW8 <br /> Trp locations of the wells are shown or, Figure 2 Prior to collection of groundwater samples the depth <br /> to water, pH, electrical conductivity, and temperature were measured Turbidity was visually observed to <br /> groundwater purged from the monitoring wells and recorded Approximately three well casing volumes <br /> were 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 Laboratories <br /> Inc Environmental Laboratory Accreditation Program (FLAP) Certification No 2359, in Ceres, <br /> California for chemical analyses of total petroleum hydrocarbons as gasoline (TPHg) utilizing <br /> Environmental Protection Agency (EPA) Method 8015M, benzene, toluene, ethylbenzene, and xylenes <br /> (BTEX) utilizing EPA Method 8021B, and methyl tertiary butyl ether (MTBE), ethyl tertiary butyl ether <br /> (ETBE) di-isopropyl ether (DIPE), tertiary amyl ether (TAME), tertiary butyl ether (TBA), 1,2- <br /> dichloroethane (1,2-DCA), and 1,2-dzbromoethane (EDB) utilizing EPA Method 8260B Groundwater <br /> well purge and sample logs are contained in Attachment 1 <br /> GROUNDWATER FLOW DIRECTION <br /> Water levels measured in MW 1 through MW8 on March 8, 2006, ranged from 5 07 to 7 18 feet below <br /> • the tops of the well casing elevations, representing an average increase in the shallow water table <br /> elevation of approximately 0 20 feet since December 2005 The water level data were used to develop <br /> the groundwater elevation contour map (Figure 3) Shallow groundwater flow in the uppermost aquifer <br /> beneath the site is towards the northeast The average hydraulic gradient on March 8, 2006, was <br /> calculated to be 0 0017 feet per foot,or approximately 8 97 feet per mile A summary of groundwater <br /> monitoring data is presented to Table 1 <br /> ANALYTICAL RESULTS <br /> The primary analyte of concern during the first quarter 2006 was MTBE, which was present in each _ <br /> groundwater sample collected - TPHg and ethylbenzene were detected in the groundwater sample <br /> collected from MW4 at concentrations of 150 micrograms per liter (ug/L) and 0 6 ug/L, respectively <br /> TAME was detected in MWS at a concentration of 4 1 ug/L" MTBE was detected in the groundwater <br /> samples collected from MW 1, MW4, MW5, MW6, MW7 and MW8 at concentrations of 7 0 ug/L, 32 <br /> ug/L,, 36 ug/L, 71 ug/L, 1 2 ug/L, and 410 ug/L, respectively <br /> i <br /> Analytical results of groundwater samples are summarized to Table 2 Laboratory data sheets and chain- <br /> of-custody documentation are contained In Attachment 2 An isoconcentration map depicting the <br /> MTBE concentrations in groundwater samples collected during the first quarter 2006 is shown on Figure <br /> 4 <br /> GEOTRACKER DATA UPLOAD <br /> . The facility has been assigned a Geotracker global identification number T0607700120 The depth to <br /> water and laboratory data associated with the first quarter 2006 sampling event were submitted <br /> electronically to the State Water Resources Control Board (SWRCB) Geotracker database (confirmation <br /> s\enviromental125847100371reportsll stQTR-2006 doc 3 <br />