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ARCHIVED REPORTS_XR0007127
EnvironmentalHealth
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88 (STATE ROUTE 88)
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3500 - Local Oversight Program
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PR0544811
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ARCHIVED REPORTS_XR0007127
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Last modified
11/20/2024 9:21:18 AM
Creation date
9/5/2019 1:39:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007127
RECORD_ID
PR0544811
PE
3528
FACILITY_ID
FA0000091
FACILITY_NAME
Colonial Energy CE 40138 (DBA Power Mart)
STREET_NUMBER
14000
Direction
E
STREET_NAME
STATE ROUTE 88
City
LOCKEFORD
Zip
95237
CURRENT_STATUS
02
SITE_LOCATION
14000 E HWY 88
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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• Groundwater Elevation Data <br /> Depth to groundwater was obtained from the existing groundwater monitor wells at the site using a <br /> water level indicator graduated to 0 01 foot The depth to groundwater measurement was converted <br /> to a groundwater elevation for each well and used to construct a groundwater elevation contour map <br /> (Figure 2),and calculate the local groundwater flow direction and hydraulic gradient Groundwater <br /> at the site was measured at depths between 66 38 to 76 36 feet below ground surface (bgs) The <br /> groundwater potentiometnc surface elevation averaged approximately 28 21 feet bgs during this <br /> monitoring event The groundwater elevation has increased approximately 0 98 feet since the last <br /> sampling event in February 2000 The groundwater flow direction during this reporting period is <br /> toward the southwest with a hydraulic gradient of approximately 0 03 ft /fl A summary of data <br /> regarding groundwater levels measured through June 1,2000 is presented in Table 1 Copies of field <br /> observations documenting work performed at the site are presented in Attachment I <br /> Groundwater Analytical Results <br /> The distribution of groundwater sample analytical results obtained from monitor wells at the site on <br /> June 1, 2000, is presented on Figure 3 and summarized in Table 2 TPHg and BTEX were present at <br /> detectable concentrations in five of the nine samples submitted for analysis Chemical analytical <br /> results indicate the highest concentrations of TPHg and benzene are in the vicinity of monitor wells <br /> MW-3 and MW-4 TPHg concentrations in groundwater samples ranged from 458 micrograms per <br /> liter(ug/L) in monitor well MW-3,to Iess than detectable Ievels in samples collected from monitor <br /> wells MW-2, MW-6 through MW-8, and MW-10 Benzene concentrations ranged from below the <br /> . laboratory method detection limit in monitor wells MW-2, MW-6 through MW-8, and MW-10, to <br /> 90 5 ug/L in MW-3 MTBE concentrations in groundwater samples ranged from below the <br /> laboratory method detection limit in monitor wells MW-6 through MW-10,to 9 3 ug/L in a sample <br /> collected from monitor well MW-4 Attachment II contains photocopies of the laboratory analytical <br /> report and the chain-of-custody form <br /> Approximately 3 64 feet of liquid phase hydrocarbon (LPH) was detected in MW-1 during this <br /> monitoring event The physical appearance (clear) and its presence in the subsurface vapor <br /> extraction piping suggest that the LPH is the result of condensed soil vapor Asa precaution,the site <br /> inventory records and leak detection systems were checked Inventory records and leak detection <br /> systems appeared normal The LPH is currently being removed from MW-1 by hand bailing <br /> methods and the use of a passive, down-hole petroleum skimmer A total of approximately 10 <br /> gallons of LPH has been removed from MW-1 since its detection in February 2000 <br /> Purge Water <br /> Purge water generated during groundwater purging was transported by Integrated Waste <br /> Management, Inc to Seaport Environmental, in Redwood City, California, for treatment and <br /> disposal <br /> PmJects Mere Ol6i. kcfordQ200 2 SECOR <br /> 077 41737 0033 MY 20 2000 <br />
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