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ARCHIVED REPORTS_XR0011936
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0543467
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ARCHIVED REPORTS_XR0011936
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Last modified
5/5/2020 9:26:42 AM
Creation date
5/5/2020 8:38:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011936
RECORD_ID
PR0543467
PE
2960
FACILITY_ID
FA0024672
FACILITY_NAME
FORMER ATLANTIC RICHFIELD CO (ARCO) NO 6100
STREET_NUMBER
25775
Direction
S
STREET_NAME
PATTERSON PASS
City
TRACY
Zip
95377
CURRENT_STATUS
01
SITE_LOCATION
25775 S PATTERSON PASS
P_LOCATION
03
QC Status
Approved
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EHD - Public
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Groundwater Flow Direction (Upper) Southeast <br /> Groundwater Gradient(Upper) 0 089 to 0 118 ft/ft <br /> Depth to Groundwater(Lower) 92 65 to 106 94 feet bgs <br /> Groundwater Flow Direction (Lower) East <br /> Groundwater Gradient(Lower) 0 032 ft/ft <br /> SVE QUARTERLY OPERATION AND PERFORMANCE <br /> Equipment Inventory Solleco 500 cfm thermal oxidizer <br /> Extraction Wells VW-1, VW-3, VW-4, VW-8, VW-14, MW-2, MW-8, and <br /> MW-9 MW-2 was disconnected and MW-4 was included on <br /> August 22, 2005 _ <br /> Operating Mode Shutdown on September 19, 2005 and re-started on <br /> December 7, 2005 <br /> Required Permits San Joaquin Valley Air Pollution Control District (Permit No <br /> N-5026-3-0) <br /> Influent GRO Conc End of Period 9,100 milli rams per cubic meter m /m3 <br /> Influent Benzene Conc End of Period 77 mg/m3 <br /> Influent MTBE Conc End of Period <5 0 mg/m3 _ <br /> Average Flow Rate This Period 236 35 cfm <br /> . Average Applied Vacuum This Period 69 04"wc <br /> HC Destroyed This Period (lab) 6,177 98 lbs <br /> Cumulative HC Destroyed 39,663 65 lbs as GRO (mass from old and new SVE <br /> systems) <br /> Number of Shutdowns 1 <br /> DISCUSSION <br /> Upper Water Bearing Zone (Sand Zone 1 <br /> During the fourth quarter 2005, a product sheen was found in wells MW-4, VW-1, and VW4, and 6 <br /> gallons of product/water mixture were manually bailed Approximately 2 gallons (MW-4), 12 gallons <br /> (VW-1), and 18 gallons (VW-4) of product/water mixture have been manually bailed to date Product <br /> thickness measurements and volumes of liquid bailed are summarized in Table 1 <br /> At the time of the fourth quarter 2005 monitoring event, groundwater levels had decreased between 0 11 <br /> and 16 97 feet in wells MW-2, MW-4, MW-8, MW-13, VW-1, VW-3, VW-4, and VW-6, and increased 0 80 <br /> feet in well VW-5 since the previous monitoring event (September 19, 2005) Depth-to-water <br /> measurements were normalized to mean sea level (MSL) and used to construct a groundwater elevation <br /> contour map (Figure 3) Wells that contained less than 1 foot of water are interpreted to be dry and are <br /> indicated as"dry" on Figure 3 The groundwater levels in wells VW-1 and VW-6 appeared anomalous and <br /> these wells were not used in contour construction Groundwater flow was generally to the southeast at <br /> gradients ranging from 0 089 to 0 118 ft/ft Groundwater flow in the upper water bearing zone has been to <br /> the south, south-southeast, and toward the southwest during previous quarters <br /> • <br /> K\13p-Arco for URS\6100\Quartcrly\2005\Arcw_6100_4Q05 doc 5TRATi15 <br />
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