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3500 - Local Oversight Program
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PR0544564
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Last modified
6/14/2019 12:04:47 PM
Creation date
6/14/2019 11:26:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544564
PE
3528
FACILITY_ID
FA0005646
FACILITY_NAME
SARALE FARMS INC
STREET_NUMBER
16500
Direction
W
STREET_NAME
CLIFTON COURT
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
18904011
CURRENT_STATUS
02
SITE_LOCATION
16500 W CLIFTON COURT RD
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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05 September 2002 <br /> AGE-NC Project No. 01-0887 <br /> Page 3 of 9 <br /> at concentrations as high as 24 mg/kg(benzene), 120 mg/kg(toluene), 51 mg/kg(ethylbenzene) and <br /> 290 mg/kg(xylenes) from sample P2-5. MTBE was not detected in the three analyzed soil samples. <br /> jn 0r\kXA <br /> TPH-g was detectednat concentrations as high as 180,000 micrograms per liter (µg/l) from <br /> sample P2. BTEX compounds were detected at concentrations as high as 27,000 µg/1 (benzene), <br /> 29,000 µg/1(toluene), 3,700 µg/l(ethylbenzene) and 22,000 µg/l(xylenes) from sample P2. MTBE <br /> was detected in all three groundwater samples by EPA Method 8260B at concentrations as high as <br /> 1,300 µg/1 (P-2). Results of the investigation are presented in the AGE-prepared Preliminary <br /> Investigation and Evalution Report, dated 21 lune 2002. <br /> 2.4. GROUND WATER DEPTH AND FLOW DIRECTION <br /> Based on information obtained during the May 2002 site assessment activities, ground water depth <br /> beneath the site is approximately 4 to 6 feet bsg. <br /> The map Lines of Equal Elevation of Groundwater, Fall 1999 (FCD&WCD) depicts the regional <br /> ground water flow direction towards the northeast. <br /> 3.0. SCOPE OF WORK <br /> Based upon analytical results of previous investigations, an unauthorized release of petroleum <br /> hydrocarbons has occurred. The EHD is requiring an investigation to determine the lateral and <br /> vertical extent of hydrocarbon-impacted soil and ground water. <br /> Four soil borings will be advanced to 19 feet bsg on-site to collect soil samples and install ground <br /> water monitoring wells. The proposed locations of the soil borings are presented on Figure 2. As <br /> shown on Figure 2, soil boring/monitoring well locations are proposed east-northeast (down <br /> gradient) of the former gasoline UST area, northwest of the dispenser area, south of the former <br /> product piping and adjacent to soil boring P-2, located near the former product piping. The scope <br /> of work for ground water monitoring well installation activities will include of the following tasks: <br /> • Permitting and pre-field work activities; <br /> • Soil sample collection and analysis; <br /> • Monitoring well installation and development; <br /> Advanced GcoEnvironmenwl,Inc. <br />
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