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ARCHIVED REPORTS_1ST QUARTER 2008 SITE STATUS REMEDIAL SUMMARY AND GROUNDWATER MONITORING REPORT
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ARCHIVED REPORTS_1ST QUARTER 2008 SITE STATUS REMEDIAL SUMMARY AND GROUNDWATER MONITORING REPORT
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Last modified
6/24/2020 7:03:37 PM
Creation date
6/24/2020 2:19:48 PM
Metadata
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1ST QUARTER 2008 SITE STATUS REMEDIAL SUMMARY AND GROUNDWATER MONITORING REPORT
RECORD_ID
PR0519031
PE
2960
FACILITY_ID
FA0014239
FACILITY_NAME
PARCEL 2A - TIDEWATER STOCKTON
STREET_NUMBER
666
STREET_NAME
WEBER
STREET_TYPE
AVE
City
STOCKTON
Zip
95670
APN
13737002
CURRENT_STATUS
01
SITE_LOCATION
666 WEBER AVE
QC Status
Approved
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S E C O R <br /> • through 2AMW-15) in suspected areas of contamination. A preliminary endangerment <br /> assessment was performed on the parcels to evaluate the environmental health risk associated <br /> with residual petroleum hydrocarbon concentrations in soil and groundwater. Details are <br /> presented in T&R's Site Characterization Report, South Shore Parcels, Stockton, California, <br /> dated December 13, 1999. <br /> In 2001, additional assessment activities were conducted by T&R in the vicinity of the Site within <br /> Parcel 3. Results are included in T&R's report entitled Subsurface Investigation for Area 3, <br /> dated August 17, 2001. <br /> In September 2001, a total of 11 Cone Penetrometer Test (CPT) borings (DP-1 through DPA 1) <br /> were drilled to investigate the following: (1) subsurface lithology; (2) the presence of separate <br /> phase hydrocarbons (SPH); (3) the lateral extent of petroleum hydrocarbon impacted <br /> groundwater east, south, and west of the Site; and (4) to investigate potential off-site sources <br /> upgradient (north-northwest) of the Site. Surficial soil samples were also collected from depths <br /> up to 5 feet below ground surface (bgs) to evaluate whether the presence of residual <br /> concentrations of metals present a threat to groundwater quality. Results are presented in the <br /> Clayton Group Associates (Clayton) report entitled Further Characterization at the West Weber <br /> Avenue and North Lincoln Street Site, Parcel 2A, dated December 18, 2001. <br /> In May 2002, Clayton initiated quarterly monitoring activities, installed eight additional CPT soil <br /> borings (DP-12 through DPA 9), and collected grab samples to delineate soil and groundwater <br /> impacts previously identified in the vicinity of borings DP-1 through DP-6. In addition, Clayton <br /> performed a soil gas survey in July 2002 involving the installation of 111 Gore-Sorber® modules <br /> • to investigate the areas of greater petroleum hydrocarbon impact. Results are summarized in <br /> Clayton's Site Delineation Report, dated August 6, 2002. <br /> In December 2002, a 5-day DPE feasibility test was performed by SECOR, following the <br /> installation of seven DPE wells (DPE-1 though DPE-7). SPH were reportedly present in wells <br /> DPE-1, DPE-3, DPE-4, DPE-6, and DPE-7 prior to the initiation of testing. DPE tests were <br /> performed utilizing well 2AMW-14 for approximately 45 hours; simultaneously on wells DPE-4 <br /> and DPE-6 for approximately 28 hours; and simultaneously on wells DPE-1, DPE-3, and DPE-7 <br /> for approximately 26 hours. Results of DPE feasibility testing indicated the following: (1) a <br /> calculated radius of influence of 31 feet west of well 2AMW-14, and lower estimated radii of <br /> influence to the south and east due to the presence of low permeability clays and lower induced <br /> vacuum readings in wells DPE-3, DPE-4, and DPE-7; and (2) the removal of an estimated <br /> 196.38 pounds of total petroleum hydrocarbons in gasoline range organics (TPHg)from soil and <br /> groundwater, 97.02 pounds of total petroleum hydrocarbons in diesel range-organics (TPHd) <br /> from groundwater, and 9.57 pounds of total petroleum hydrocarbons in motor oil range organics <br /> (TPHo) from groundwater. Results are summarized in SECOR's report entitled Well Installation <br /> and DPE Feasibility Report, dated January 24, 2003. <br /> An additional DPE test was performed at the Site from March 3 through 7, 2003, using a <br /> 25-horsepower (hp) liquid ring vacuum pump connected to a thermal oxidizer unit for abatement <br /> of the extracted soil vapor prior to discharge to the atmosphere. DPE tests were performed <br /> separately on wells DPE-4 and 2AMW-14 simultaneously for approximately 21.5 hours and <br /> wells DPE-4, DPE-6, and 2AMW-14 simultaneously for approximately 72.5 hours. The DPE unit <br /> ran for a total of approximately 97 hours during the test. Groundwater and soil vapor were <br /> removed simultaneously from the test wells by applying a high vacuum to a drop tube that was <br /> • lowered below the water table within each test well. Results of DPE feasibility testing indicated <br /> 1Q08QSSRQRSRQMR.Final.doc 3 April 30,2008 <br /> 77TW.26397.42.1307 <br />
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