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ARCHIVED REPORTS_XR0004595
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2900 - Site Mitigation Program
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PR0507835
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ARCHIVED REPORTS_XR0004595
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Last modified
3/5/2020 12:27:19 PM
Creation date
3/5/2020 11:59:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004595
RECORD_ID
PR0507835
PE
2950
FACILITY_ID
FA0007793
FACILITY_NAME
SUPER STOP MARKET
STREET_NUMBER
290
Direction
N
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
22309101
CURRENT_STATUS
02
SITE_LOCATION
290 N MAIN ST
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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Geological Tecuks I= Page 6 <br /> ' Groundwater Monitonng Report <br /> Project No 662 2 <br /> July 7, 2005 <br />� I <br /> ' 3.0 CONCLUSIONS AND RECOMMENDATIONS <br /> ' Conclusions <br /> 1 The historical shallow groundwater trend is easterly <br /> 2 The deeper aquifer direction was to the east-northeast but additional monitoring is needed <br /> ' to determine trends It is noted that the three wells used for monitoring this level (MW-5, <br /> MW-6 & MW-104) are in a fairly linear geometry that should be viewed with caution <br /> 3 Shallow extraction well EW-2 is located in the former UST excavation and contained <br /> ' moderate MTBE (3770 ug/l) for the second consecutive event This is the second discrete <br /> data from this well so a trend analysis cannot be made However, data from previous <br /> borings CPT-3 and CPT-4 indicate that higher concentrations of MTBE (10,000+ µg11) <br /> ' were present in groundwater beneath the former UST excavation area in December 2003 <br /> The decrease note for this event may be a result of the dual phase extraction pilot test <br /> performed in December 2004 The pilot test resulted in over 32,000 gallons of extracted <br /> ' groundwater being removed from the subject area <br /> 4 Based on previous discrete groundwater sampling, the shallow MTBE groundwater <br /> plume does not extend to the down gradient location of MW-5 The CPT-7 boring was <br /> advanced adjacent to the MW-5 location and its groundwater sample at 29 feet bgs was <br /> free of contamination <br /> 5 The deeper aquifer MTBE plume is present in well MW-104 and attenuates to the <br /> ' location of MW-5 and MW-6 A sand layer is present at a depth of 38 — 48 feet across <br /> the site and it appears to act as a preferential pathway for contaminant migration <br /> ' 6 There are low levels of TPH-G, 270 - 890 µg11, present in shallow groundwater beneath <br /> the former UST excavation area. It is noted that the laboratory reported that the sample <br /> chromatograms do not match a gasoline standard and result from one or two peaks within <br /> the gasoline range The CPT investigation completed in December 2003 revealed high <br /> tlevels of TPH-G beneath the former UST excavation (CPT-4 22,000 µgll TPH-G) As <br /> with the MTBE, the decrease in TPH-G concentrations may be a result of the dual phase <br /> ' extraction pilot test that resulted in over 32,000 gallons of extracted groundwater being <br /> removed from the subject area <br /> 7 The presence of TPH-G in down gradient well MW-6 but not in MW-5 is anomalous but <br /> ' these wells have only been sampled twice The lack of BTEX constituents suggests that <br /> this may be a weathered gasoline possibly from an old release <br /> ' Recommendations <br /> 1 Continue quarterly groundwater monitoring <br /> 2 Perform interim remedial action by installing a high vacuum dual phase extraction unit to <br /> ' address the on site contamination Dual phased extraction should be performed on well <br /> EW-2 with a separate dedicated groundwater pump on EW-1 The treatment system <br /> should include carbon filtration of extracted groundwater to be discharged to City of <br /> Manteca public treatment works This scope of work has been approved by SJC EHD <br />
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