Laserfiche WebLink
' 16 February 2005 <br /> • - AGE-NC Project No 98-0465 <br /> Page 2 of 4 <br /> 2 2 COLLECTION AND ANALYSIS OF GROUND WATER SAMPLES <br /> Water samples were collected from each monitoring well using dedicated,disposable plastic bailers <br /> after allowing the well to achieve a minimum 80% recovery of the pre-purge water volume The - <br />' samples from each well were transferred into three 40-'milliliter(ml)volatile organic analysis(VOA) <br /> vials containing 0 5 ml 18% hydrochloric acid solution as a sample preservative and one 1-liter <br />' amber bottle without preservative The samples were labeled with the monitoring well designation, <br /> date,time of sampling,and the sampler's initials and transported in a chilled container under chain <br /> of custody to Cal Tech Environmental Laboratories (CTEL), a Department of Health Services- <br /> certified analytical laboratory, for analysts The samples were analyzed for <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) and diesel (TPH-d) in <br />' accordance with EPA Method 8015-modified, <br /> • Volatile aromatic compounds benzene, toluene, ethylbenzene, and xylenes (BTEX) in <br />' accordance with EPA Method 8260B, and <br /> • Fuel oxygenates methyl tertiary-butyl ether (MTBE), di-isopropyl ether (DIPS), ethyl <br /> tertiary-butyl ether(ETBE),tertiary-amyl methyl ether(TAME),and tertiary butanol(TBA) <br /> lie in accordance with EPA Method 8260B, and <br /> • Fuel scavengers ethylene dibromide(EDB)and 1,2-dichloroethane(1,2-DCA)in accordance <br />' with EPA Method 8260B <br /> 3.0. FE4DINGS <br /> Ground water elevation and flow direction were inferred from field data collected on 15 October <br />' 2004,hydrocarbon impact to ground water was quantified by laboratory analysis of the ground water <br /> samples <br /> 1 <br /> 3 1 , GROUND WATER GRADIENT AND FLOW DIRECTION <br /> 1 The elevation of ground water in each of the monitoring wells was calculated by subtracting the <br /> depth to ground water from the surveyed relative casing elevations(Table 1) Depths to ground water <br />' averaged about 13 20 feet below surface grade(bsg)-Ground water elevations at the site ranged from <br /> 9 91 feet (MW-4) to 10 07 feet (MW-1) below mean sea level (MSL) Ground water elevations at <br /> the adjacent site (Sanchez Property) ranged from 7 87 feet below mean sea level (MSL) in well <br /> 1 MW-5 to 8 19 feet below MSL in wells MW-6B(Table 1) During this monitoring event,the ground <br /> water elevations were within the screened intervals of the wells r <br /> Advanced GcoEnvironmental,Inc <br /> x <br />