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EXECUTIVE SUMMARY <br /> objectives of the project were to further investigate the extent of impacted sal and <br /> The jpossible <br /> groundwater <br /> gnd survey <br /> roundwater, establish a groundwater monitoring <br /> these+lobiect ves,t the ifouar on-site g hive <br /> sensitive receptors in the site vicinity T Were installed, and possible lens <br /> monitoring wells (MW-1, MW-2, MW-3, and MW-4) <br /> receptors <br /> within 2,000 feet of the site were surveyed All waste soil and water generated during <br /> the project was properly disposed <br /> onsisted of clay and silt <br /> Sods observed to the total drilling depth of 35 feet below 9ena Q ntered n the four monitoring <br /> mixtures,With sandy intervals Saturated soil wath to The <br /> at rowmately 18 5 to 19 0 feet below grade et static grade intMW 3 The he groundwater <br /> well borings pp54 <br /> table, ranged from 22 20 feet below grade in MW-1 to ears as an irregular plane dipping to the east-southeast at a <br /> resulting groundwater surface app <br /> gradient of approximately 0 029 foot/foot <br /> 1 a total of 7 of the 12 samples collected during ame l rills gected at 1contained 5andfeet from ed <br /> table <br /> In soil, hydrocarbons The sol P contain <br /> concentrations of gasoline y <br /> compounds The <br /> 20 25, <br /> MW-1, and all five soil samples collected from a d at least a of the BTEX comp u <br /> detectable concentrations of TPH-as-gasolin <br /> 63 mg/kg of benzene, 52 mg/kg of toluene, <br /> le collected at 15 feet from MW-2 contained the highest concentrations 8,00 <br /> soli same m Ik of TPH-as-gasoline,, 9 <br /> milligrams per kilogram ( 9 g) of xylenes TPH-as-diesel, TPH-as-motor oil, <br /> 130 mg/kg of ethylbenzene, and 210 mg1k9 of the soil samples analyzed Vertically, <br /> the <br /> s <br /> oxygenates and 1,2 is <br /> were not detected n any The lateral extent of impacted soil below <br /> Of im acted soil +s undefined The lateral extent of impac#ed soil above 25 feet app er <br /> extent o p of the former UST system <br /> to be limited to the vicinity probably due to migration n groundwater <br /> 25 feet appears to be more extensive and undefined, p Y <br /> r the samples collected from MW-1, MW-2 sn aso11 MW-3 <br /> BTEX and 1 detectable <br /> The <br /> In groundwater, drocarbons, including TPH 9 <br /> concentrations of gasoline by groundwater samples Since <br /> r sample collected from MW-4 was free of gasoline <br /> compounds MTBE, TP -as- - <br /> groundwate p <br /> diesel and TPH-as-motor oil were not detected m any o groundwater is undefined <br /> the groundwater <br /> flow direction was calculated to be toward the east-southeast instead of Hort <br /> northeast as expected, the downgradient extent of impacte g <br /> nit seven water well completion reportswected to California Water Service, <br /> � f these <br /> For the site vicinity, appears to be <br /> wells exist within the site vicinity The Site vicinity is almost entirely <br /> wells were found The entire site vicinity pp The nearest school to the site <br /> and none of its water supply government buildings approximately 1,800 feet <br /> commercial property, and city and county <br /> Lutheran School at 444 American Street, <br /> Sensitive receptors were <br /> appears to be the Trinity hools, hospitals, or other possible <br /> northeast of the site No otherhe nearest surface water body <br /> to the site is McLeod Lake at <br /> observed in the site vicinity rox++mately 1,000 feet west of the site <br /> Weber Point, app <br /> at the four <br /> ing <br /> Based on these con ci <br /> usions, Ramage Environmental recommeends t roundwater monitornngwel S <br /> be monitored and sampled on a quarterly basis The first quarterly <br /> event is scheduled for October 2002 <br /> 4 <br />