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ARCHIVED REPORTS_XR0009080
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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N
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99 (STATE ROUTE 99)
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25355
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2900 - Site Mitigation Program
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PR0508370
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ARCHIVED REPORTS_XR0009080
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Entry Properties
Last modified
11/19/2024 1:50:33 PM
Creation date
4/1/2020 2:07:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009080
RECORD_ID
PR0508370
PE
2950
FACILITY_ID
FA0008045
FACILITY_NAME
PACIFIC AUTO CENTER
STREET_NUMBER
25355
Direction
N
STREET_NAME
STATE ROUTE 99
City
ACAMPO
Zip
95220
CURRENT_STATUS
01
SITE_LOCATION
25355 N HWY 99
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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r <br /> �a <br /> 25 March 2005 <br /> AGE-NC Project No 98-0540 <br /> Page 2 of 4 <br /> 2 2 COLLECTION AND ANALYSIS OF GROUND WATER SAMPLES <br /> A water sample was collected from each purged well using the dedicated, disposable bailers Each <br /> water sample was transferred into laboratory-supplied 40-m1 volatile organic analysis (VOA) vials <br />' containing 0 5 ml 18%hydrochloric acid as a sample preservative After collection,the samples were <br /> properly labeled,placed in a chilled container and transported under chain of custody to a California <br /> DHS-certified analytical laboratory <br /> 1 <br /> The samples were analyzed for the following constituents <br />' a Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Method 8015M, and <br />' a Benzene, toluene, ethylbenzene and total xylenes (BTEX) and the fuel additives methyl <br /> tertiary-butyl ether(MTBE), tertiary butyl alcohol (TBA), di-isopropyl ether(DIPE), ethyl <br />' tertiary butyl ether(ETBE),tertiary amyl methyl ether(TAME), 1,2-dibromoethane(EDB) <br /> and 1,2-dichloroethane (1,2-DCA) in accordance with EPA Method SW846 8260B <br /> • 3.0. FINIDINGS <br />' Ground water elevation and flow direction were deduced from field data, the hydrocarbon-impact <br /> to ground water was assessed by laboratory analysis of the ground water samples <br /> 3 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br /> iThe elevation of ground water in each well was calculated by subtracting the depth to ground water <br /> from the surveyed casing elevations (Table 1) Depths to ground water for the 22 September 2004_ <br /> monitoring event ranged from 8185 feet to 82 35 feet below the tops of the well casings Ground - <br /> water elevations at the site ranged from 25 16 feet below mean sea level (MSL) in MW-1 to 25 61 <br /> feet below MSL in MW-3 The maximum groundwater gradient was calculated to be 0 021 foot/foot <br /> with a flow direction to the east-northeast (Figure 4) <br /> 3 2 ANALYTICAL RESULTS OF WATER SAMPLES , <br /> TPH-g was detected in the ground water samples collected from wells MW-1 and MW-3 during the <br /> September 2004 monitoring event at concentrations of 250 micrograms per liter(µg/1)and 300 pg/l, <br /> respectively (Table 2) <br /> Advanced GeoEnvironmental,Inc <br /> x <br />
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