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ARCHIVED REPORTS XR0000285
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3500 - Local Oversight Program
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PR0543431
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ARCHIVED REPORTS XR0000285
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Entry Properties
Last modified
2/5/2019 2:16:41 PM
Creation date
2/5/2019 1:43:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000285
RECORD_ID
PR0543431
PE
3528
FACILITY_ID
FA0003683
FACILITY_NAME
Caltrans-Stockton
STREET_NUMBER
1604
Direction
S
STREET_NAME
B
STREET_TYPE
St
City
Stockton
Zip
95206
APN
171-090-08
CURRENT_STATUS
02
SITE_LOCATION
1604 S B St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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Maximum methyl tert-butyl ether (MTBE) concentrations of 277 and 99 µg/1 have been detected m <br /> groundwater samples analyzed by EPA Test Methods 8020 and 8260, respectively Historical <br /> groundwater flow beneath the Site is directed to the east and southeast A summary of historical <br /> analytical groundwater data is tabulated in Appendix A <br /> In February 2000, the mass of petroleum hydrocarbons in soil was estimated at approximately 485 <br /> Pounds for TPHg and 8 pounds for benzene The mass of petroleum hydrocarbons in groundwater <br />' beneath the Site was estimated to be approximately 2 grams of TPHg and 0 7 grams of benzene The <br /> groundwater plume beneath the Site may extend beneath B Street Review of the historical soil <br /> analytical data indicates petroleum hydrocarbon impacts at intervals between 35 and 66 feet below <br /> the ground surface (bgs) with the exception of the tank removal soil samples collected between 12 <br /> and 14 feet bgs Approximate locations of the groundwater monitoring wells are depicted on Figure <br /> 2 <br /> 1 FIELD ACTIVITIES <br /> Depth to Groundwater Measurements <br />' On October 2, 2002, representatives of Geocon measured the oun <br /> depth to groundwater in monitoring <br /> P gr g <br /> wells MW-1 through MW-12, VW-1 and VW-2 using a battery operated water level meter The <br />' measurements were obtained from a surveyed reference point at the top of the well casing (TOC) <br /> The approximate well locations and site features are depicted on Figure 2, Groundwater Elevation <br /> Map -October 2002 <br /> During the Third Quarter - 2002, the depth to groundwater in wells MW-1 through MW-12, VW-1 <br /> and VW-2 was recorded between 5147 (MW-9) and 53 13 (MW-12) feet below TOC Based on the <br /> October 2002 groundwater elevation data, the groundwater beneath the Site appears to be directed <br /> toward the southeast at an approximate gradient of 0 003 which is consistent with historical <br /> groundwater flow A summary of the TOC elevations, depth to groundwater measurements and Mean <br />' Sea Level groundwater elevations is presented on Table 1 <br /> Well Puming and Sampling <br />' On October 2 and 3, 2002, approximately three well volumes of water (28 to 59 gallons) were <br /> extracted from each well utilizing a 2-inch diameter submersible pump During the well purging <br /> activities, the groundwater was monitored for pH, electrical conductivity, temperature and turbidity <br />' This information is included on the Monitoring Well Sampling Data Sheets presented in Appendix <br /> B <br />' Following the purging activities, groundwater samples were collected from the wells and decanted <br /> into four 40-milliliter volatile organic analysis vials and one one-liter amber glass bottle The <br /> samples were sealed, labeled, placed in an ice chest containing ice, and subsequently transported to <br />' the laboratory using standard chain-of-custody protocol <br /> The extracted groundwater was placed into 14 Department of Transportation-approved, 17-H, 55- <br /> gallon drums and temporarily stored onsite pending receipt of laboratory analysis The drums were <br /> transported by ABCO Environmental Services to Invirotech located in Lincoln, California on <br /> October 17, 2002 <br /> Project No 58475-06-24B -2- November 5,2002 <br />
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