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ARCHIVED REPORTS XR0008689
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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1502
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2900 - Site Mitigation Program
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PR0540300
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ARCHIVED REPORTS XR0008689
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Last modified
8/19/2020 4:26:50 AM
Creation date
7/18/2019 4:44:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008689
RECORD_ID
PR0540300
PE
2960
FACILITY_ID
FA0023037
FACILITY_NAME
FORMER UNOCAL NO 4409
STREET_NUMBER
1502
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95204
APN
12708018
CURRENT_STATUS
01
SITE_LOCATION
1502 N EL DORADO ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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11 <br /> S [E cC O R <br /> r <br /> Mr Mike Infurna <br /> x 9 <br /> February 26, 2004 ,r <br /> Page 3 <br /> 'z <br /> Supply Well Survey <br /> According to IT's Site Assessment Report, dated February 25, 2000, IT performed a water supply <br /> well search to locate any water supply wells within 2,000 feet of the subject site Review of well logs r <br /> at the California Department of Water Resources (DWR) Indicated the presence of one water supply <br /> well within the 2,000-foot search radius, located at 1521 N Hunter Street Well construction details <br /> and usage of the well was not documented on the DWR well log The San Joaquin County <br /> Environmental Health Department(SJCEHD) attempted to locate the well, however the well was not <br /> found <br /> Additional well searches conducted in the area(adjacent LUFT site ARCO 4932, 16 E Harding Way) <br /> indicated that 4 wells were located approximately 2000 feet east of the site at the Stockton State <br /> Hospital and approximately 2,000 feet northwest at the Intersection of Wyandotte and Commerce (As <br /> Indicated by SJCPHS In their letter dated Nov 21, 2000) The sensitive receptor survey Is presented ; <br /> in SECOR's report Additional Site Assessment Report dated November 9, 2001 for ARCO 4932 <br /> Remedial Action Summary <br /> Source removal conducted at the site to date consists of over-excavation of obviously Impacted sod <br /> during the UST, dispenser and product line removal conducted In 1999 A total of approximately <br /> 1,707 tons of soil was transported off-site for disposal at the Forward Landfill In Manteca, California <br /> PROPOSED SCOPE OF WORK `t <br /> The scope of work for this site assessment will include the drilling and Installation of three deep <br /> groundwater monitoring wells onsite (Figure 2) <br /> The specific scope of work is discussed below <br /> .w <br /> Site Specific Health and Safety Plan As required by the Occupational Health and Safety <br /> Administration (OSHA) Standard "Hazardous Waste Operations and Emergency Response" <br /> guidelines (29 CFR 1910 120), and by California Occupational Health and Safety Administration <br /> (Cal-OSHA) "Hazardous Waste Operations and Emergency Response" guidelines (CCR Title 8, <br /> Section 5192), SECOR will prepare a Site-Specific Health and Safety Plan prior to the <br /> commencement of fieldwork The Site-Specific Health and Safety Plan will be reviewed by the field <br /> staff and contractors before beginning field operations at the site <br /> Permitting Groundwater monitoring well Installation permits and soil boring permits will be obtained <br /> from SJCEHD prior to initiating work <br /> Deep Well Installation Three groundwater monitoring wells will be Installed at the location shown <br /> on Figure 2 Groundwater is anticipated to be encountered at approximately 30 feet below ground <br /> surface (bgs) The soil boring will be drilled using an air rotary casing hammer drill rig equipped with <br /> 8-inch diameter heavy-walled downhole casing The casing hammer will be advanced following the ' <br /> drill rods In order to seal the upper groundwater bearing zone from the lower groundwater bearing <br /> zone Upon completion of drilling, a 2-Inch diameter groundwater monitoring well will be Installed in <br /> the boring The well will be screened with 2-Inch diameter,flush-threaded, Schedule 40 PVC casing <br /> with 0 010-inch factory-slotted screen within a sand zone The well Is anticipated to be Install from <br /> approximately 110 to 120 feet bgs Approximately five feet of screen will be placed in the bottom of r " <br /> the boring A grade of sand appropriate to the screen size will be placed in the annular space across " <br /> • the entire screened Interval, and will extend approximately two foot above the top of the screen for , <br /> the wells A bentonite pellet seal will extend two to four feet above the sand pack The monitoring <br /> ConocoPhillips/44091work plansNVP For Vertical Assessment <br /> y <br />
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