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ARCHIVED REPORTS_XR0008794
Environmental Health - Public
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EHD Program Facility Records by Street Name
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WALNUT GROVE
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8960
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2900 - Site Mitigation Program
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PR0506456
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ARCHIVED REPORTS_XR0008794
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Last modified
6/22/2020 8:05:07 AM
Creation date
6/22/2020 7:59:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008794
RECORD_ID
PR0506456
PE
2950
FACILITY_ID
FA0007437
FACILITY_NAME
M & K GAS STATION
STREET_NUMBER
8960
Direction
W
STREET_NAME
WALNUT GROVE
STREET_TYPE
RD
City
THORNTON
Zip
95686
APN
00115029
CURRENT_STATUS
02
SITE_LOCATION
8960 W WALNUT GROVE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Mr Harlin Knoll <br /> Page 2 of 3 <br /> 2.2 Groundwater Monitoring and Sampling <br /> Monitoring wells MW 1 through MW4 were monitored and sampled on March 14, 2002 <br /> Groundwater elevations were calculated by measuring the depth to groundwater in each well and <br /> subtracting from the respective wellhead elevation The depth to water in the wells ranged from 6 26 <br /> to 7 64 feet below ground surface (bgs) The groundwater surface rose an average of 1 88 feet <br /> between December 13, 2001 and March 14, 2002 The direction of groundwater flow beneath the site <br /> was somewhat irregular based upon the March 14, 2002 data A potentlometric surface map is <br /> presented on Figure 2 An groundwater mound was apparent in the vicinity of well MW 1 Since the <br /> wells were installed in May 2001, the direction of groundwater flow has been toward the southwest <br /> and the northwest Groundwater monitoring data are summarized In Table 1 Monitoring data sheets <br /> are included in Attachment B <br /> Monitoring wells MW 1 through MW4 were purged a minimum of three well casing volumes of water <br /> prior to sampling The physical parameters temperature, pH, and electrical conductivity were <br /> measured during the purging process Samples were collected after the physical parameters had <br /> stabilized and water levels had recovered to at least 80% from pre-purged levels Purged groundwater <br /> was contained in appropriately labeled DOT-approved 55-gallon drums The drums are currently <br /> being stored onsite pending disposal Purge logs are included In Attachment A <br /> Groundwater samples were delivered under chain of custody protocol to Argon Laboratories (ELAP <br /> 42359) Samples were analyzed for the presence of TPHg using EPA method 8015K BTEX using <br /> EPA method 8020, and oxygenated gasoline additives, 1,2-DCA, and EDB using EPA method 8260B <br /> 3.0 GROUNDWATER ANALYTICAL RESULTS <br /> No TPHg or BTEX were detected in any site well for the fourth consecutive sampling event <br /> Methyl tert butyl ether (MTBE) was the only chemical of concern detected at the site MTBE <br /> was detected in wells MW1, MW3 and MW4 at 79 parts per billion (ppb), 510 ppb and 94 parts <br /> ppb, respectively Analytical results are summarized in Table 2 MTBE concentrations over time <br /> in site wells are illustrated on Figure 3 Attachment C contains laboratory reports and chain of <br /> custody documentation <br /> 4.0 SUMMARY AND CONCLUSIONS <br /> • Groundwater levels at the site rose an average of 1 88 feet since the last round of sampling <br /> Groundwater flow beneath the site on March 14, 2002 was somewhat irregular based upon depth <br /> to groundwater measurements <br /> • MTBE was the only analyte of concern detected at the site during this round of sampling MTBE <br /> levels increased somewhat between December 2001 and March 2002 in wells MW 1, MW3 and <br /> . MW4, but remained below the detection limit(<2 0)in well MW2 <br /> • Cumulative groundwater analytical results suggest that no petroleum hydrocarbons are <br /> barnyard/reports/q=/1QM2002 doe <br />
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