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ARCHIVED REPORTS_XR0005752
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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6100
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2900 - Site Mitigation Program
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PR0515353
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ARCHIVED REPORTS_XR0005752
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Last modified
11/19/2024 1:50:33 PM
Creation date
4/1/2020 2:50:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005752
RECORD_ID
PR0515353
PE
2950
FACILITY_ID
FA0012099
FACILITY_NAME
ARCO STATION #595
STREET_NUMBER
6100
Direction
N
STREET_NAME
STATE ROUTE 99
City
STOCKTON
Zip
95209
CURRENT_STATUS
01
SITE_LOCATION
6100 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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l I <br /> Atlantic Richfield Company 3 <br /> ARCO Service Station#595,6100 North Highway 99,Stockton,CA November 30 2000 <br /> (Cal-OSHA) "Hazardous Waste Operations and Emergency Response" guidelines (CCR <br /> Title 8, Section 5192), SECOR has prepared a Site-Specific Health and Safety Plan <br /> prior to the commencement of fieldwork The Site-Specific Health and Safety Plan will <br /> be reviewed by the field staff and contractors before beginning field operations at the <br /> site and is included as Attachment B <br /> The specific scope of work is discussed below <br /> • Soil Borings. Two soil borings will be drilled at the locations shown <br /> on Figure 2 using 8-inch diameter hollow-stem augers The soil <br /> borings will be drilled to a total depth of 100 feet bgs and will be <br /> continuously logged from 50 feet bgs to the total depth Of the borings <br /> Depth discrete water samples will be collected at 75 feet bgs, 90 feet <br /> bgs, and 100 feet bgs using a Simulprobe or similar type sampling <br /> device Upon completion of drilling, the borings will be backfilled <br /> with cement grout from the bottom of the borings to the surface The <br /> need for future deep, discretely screened monitoring well will be <br /> evaluated based on the results of the Simulprobe samples If necessary, <br /> a addendum to this work plan will be submitted <br /> • Groundwater Monitoring Wells. Three groundwater monitoring <br /> wells (MW-5 through MW-7) will be installed at the locations shown <br /> on Figure 2 Soil borings for well installation will be drilled using <br /> 8-inch diameter hollow stem augers Upon completion of drilling, a <br /> 2-inch diameter groundwater monitoring well will be installed in each <br /> boring Groundwater is anticipated to be encountered at <br /> approximately 55 feet bgs The wells will be screened from <br /> approximately 45 to 65 feet below ground surface <br /> • Permitting The applicable permits for groundwater monitoring <br /> wells and soil borings will be obtained from the SJCEHD prior to <br /> drilling Additionally, for the offsite wells, the appropriate <br /> encroachment permits and/or access agreements will be obtained <br /> prior to drilling <br /> • Soil Sampling and Analysis. For the soil borings, a simulprobe <br /> sampling device will be used to collect discrete groundwater samples at <br /> approximate depths of 75, 90, and 100 feet bgs For the groundwater <br /> monitoring wells, soil samples will be collected at 5-foot intervals All <br /> samples collected will be sent under chain-of-custody procedures to a <br /> California State-certified laboratory Selected soil and groundwater <br /> samples will be analyzed for total petroleum hydrocarbons calculated as <br /> gasoline (TPH-g) using modified EPA Method 8015, and benzene, <br /> toluene, ethylbenzene, and xylenes using EPA Method 8020, and fuel <br /> 077 43029 31 OMPLAN Nov 2000 doc <br />
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