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ARCHIVED REPORTS_XR0004337
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PR0506313
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ARCHIVED REPORTS_XR0004337
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Last modified
3/9/2020 8:21:28 PM
Creation date
3/9/2020 9:01:14 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004337
RECORD_ID
PR0506313
PE
2950
FACILITY_ID
FA0000514
FACILITY_NAME
MAIN STREET SHELL*
STREET_NUMBER
1071
Direction
N
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
21707011
CURRENT_STATUS
02
SITE_LOCATION
1071 N MAIN ST
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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� AMBRIA <br /> -7 -may <br /> request, during the first quarter 2005, groundwater samples all wells at the site were <br /> additionally analyzed for the fuel oxygenates tertiary butyl et�r,di-isopropyl ether,ethyl tertiary <br /> butyl ether, tertiary amyl methyl ether, 1,2-dichloroethane, ethylene dibronnde, and ethanol. <br /> None of the additional analytes were detected in site wells During the third quarter 2005 <br /> monitoring event, no TPHg or BTEX was detected in any of the sampled wells MTBE was <br /> detected in well MW-1 only at a concentration of 12 ppb Histoncal groundwater data and the <br /> third quarter 2005 groundwater elevation contour map are included in Appendix A <br /> SITE CONDITIONS <br /> Regional Geology- The subject site is located at the northern end of the San Joaquin Valley, a <br /> broad, flat valley filled with alluvium. The ground surface elevation of the subject site is <br /> approximately 35 feet above mean sea level (msl) In the vicinity of the site, the ground gently <br /> slopes toward the southeast <br /> Soil Types Soil types beneath the subject site are primarily fine-grained soils (silt and clay) <br /> with lesser amounts of coarse-grained sediments (sands) to the total explored depth of 45 fbg <br /> • Boring logs and cross-sectional diagrams are included in Appendix$ V kA, <br /> 'A re, „Y el vntcof n A-PPe,,zd'k B 11 --Z - J3 <br /> Hydrvgeology Groundwater occurs at approximately 25 5 fbg at the site Measured depths to <br /> groundwater in the site wells have ranged historically from 15 1 to 29 5 fbg, and groundwater <br /> elevations have ranged historically from 7 2 to 20 3 feet above ms] Shallow groundwater flow <br /> beneath the subject site is variable but generally is toward the southwest at a gradient ranging <br /> from 0 001 to 0 003 Groundwater depth and elevation data and the most recent groundwater <br /> contour map are included in Appendix A <br /> Hydrocarbon Distribution in Sod- Excluding detections that were over-excavated, maximum <br /> concentrations detected at the site in the vicinity of the northwestern former USTs are 27 ppm <br /> TPHg, 0 055 ppm benzene, and 34 ppm MTBE The lateral and vertical extent of these <br /> detections in soil has been defined by non-detect results in soil samples collected in the vicinity, <br /> including samples collected from the:CPT borings <br /> Excluding detections that were over-excavated, no TPHg, benzene, or MTBE has been detected <br /> beneath the former dispenser islands or piping at the site No TPHg, benzene, or MTBE was <br /> detected beneath the former USTs in the northeastern corner of the site <br /> 0323 4 <br />
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