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ARCHIVED REPORTS XR0012562
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2900 - Site Mitigation Program
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PR0536618
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ARCHIVED REPORTS XR0012562
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Last modified
3/4/2019 10:37:51 AM
Creation date
3/4/2019 8:02:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012562
RECORD_ID
PR0536618
PE
2960
FACILITY_ID
FA0021026
FACILITY_NAME
STOCKTON CHARTER WAY COMMON PLUME
STREET_NUMBER
440
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16503003
CURRENT_STATUS
01
SITE_LOCATION
440 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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MOO <br /> IN-1 <br /> f� <br /> Mr. R, W. Conlon <br /> October 9, 1990 202/150-0150 <br /> Page 18 <br /> 4.3 GROUNDWATE,3 SAMPLING RESULTS <br /> Groundwater samples were last collected or,May 8, 1990 and sent to a State-certified laboratory <br /> for analysis. Laboratory results of these samp;es indicate that dissolved hydrocarbon constituents are <br /> Present in the ten monitoring wells at the site which do not contain separate-phase hydrocarbons. One <br /> monitoring well at the site contains :'hparate-phase hydrocarbons. Dissolved TPH-G concentrations <br /> ranged from 290 to 76,000 parts per billion (ppb). Dissolved benzene concentrations ranged from 2 to <br /> 22,000 ppb. The water sample collected from MW-5 on August 16, 1989, contained 74 ppb of 1,2- <br /> dichloroethane and 3 ppb of 1,2-dichloropropane. The laboratory results for groundwater analyses are <br /> summarized in Appendix V.and copies of the laboratory reports are presented in Appendix VI. Maps of <br /> dissolved TPH-G and benzene concentrations are presented In Figures 10 and 11. <br /> 5.0 CONCLUSIONS <br /> Soil conditions beneath the sive have been defined in all directions except to the north, across <br /> Charter Way. Assuming that the impacted soil does not extend farther than 20 feet north of the site,the <br /> volume of impacted soil would be approximately 3,000 cubic yards. The average concentration of <br /> petrofeum hydrocarbons within the soil is estimated to be 500 to 1,000 Fpm,resulting in an approximate <br /> total between 4,350 and 8,700 pounds of adsorbed hydrocarbons in the soil. The areal extent of <br /> groundwater conditions beneath the site have not yet been defined. All eleven monitoring wells contain <br /> detectable concentrations of hydrocarbons. <br /> Groundwater Technology would like to thank Texaco Refining and Marketing, Inc. for the <br /> opportunity to have been of service on this investigation. Please contact our West Sacramento Office if <br /> You have questions or comments. <br /> GROt1:�!}t1r1Tf H <br /> TECH,NoI.001;I.,VC. <br />
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