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WORK PLANS FILE 1
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2900 - Site Mitigation Program
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PR0544690
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WORK PLANS FILE 1
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Last modified
7/24/2019 11:32:29 AM
Creation date
7/24/2019 11:26:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
RECORD_ID
PR0544690
PE
3528
FACILITY_ID
FA0005839
FACILITY_NAME
CASTLE AUTOMOTIVE REPAIR INC.
STREET_NUMBER
2315
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95204
APN
12510017
CURRENT_STATUS
02
SITE_LOCATION
2315 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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�1 <br /> C�edogical Technics tnc. Page 2 <br /> Dual Phase Extraction Pilot Test Work Plan <br /> Valentine(Castle Motors) <br /> v Project No. 764.2 <br /> September 8,2003 <br /> • In August 1999, one deep screened monitoring well (MW-101) and one soil boring <br /> SB-201 were installed at the site. The purpose of these borings was to define the <br /> vertical extent of the groundwater plume. Soil samples collected by use of the <br /> SimulProbe" Maxitool from the soil borings tested positive for BTEX and TPH-G <br /> compounds to a depth of 111 feet. Pore water samples, also collected with the <br /> SimulProbe, revealed the presence of BTEX and TPH-G to a depth of I I I feet bgs. <br /> • An abandoned domestic well located at an adjacent residence was destroyed in <br /> accordance with SJC/EHD directives on April 20, 2001. <br /> • A discretely screened deep well (MW-201) was installed in October 2001. The <br /> results of this endeavor suggested that the contamination extended to a depth of 128 <br /> feet below grade surface (bgs). This depth was the target of a SimulProbe sampling <br /> effort and the soil sample from this elevation contained detectable TPH-G. <br /> 0 Seven quarterly monitoring events have been completed since the installation of <br /> deep well MW-201. This well was completed with a screened interval of 148 — <br /> 150.5 feet bgs. The amount of contamination in this well has attenuated to trace <br /> levels suggesting that it was a drilling artifact. <br /> • In a letter dated April 29, 2002, Mr. Jeff Wong of SJC PHS/EHD issued a letter <br /> directing that a work plan for the investigation of the lateral and vertical definition <br /> of the plume be submitted by July 1, 2002. GTI submitted an "Additional Site <br /> Characterization Work Plan" dated June 27, 2002 to SJC PHS/EHD. The work plan <br /> included provisions for installing one additional on site deep screened well, and <br /> three off site well clusters consisting of a shallow, intermediate and deep well at <br /> each location. In their October 22, 2002 correspondence, SJC PHS/EHD approved <br /> the GTI work plan with modifications: the deep screened well and the off site well <br /> clusters were disapproved. Instead, SJC PHS/EHD required that continuous multi- <br /> chambered tubing (CMTTM) wells be used instead of discretely screened, multiple <br /> PVC wells. In addition, SJC PHS/EHD also required that the first boring be <br /> continuously sampled to determine off site lithology. The work is awaiting <br /> encroachment pen-nits from the City of Stockton before proceeding. <br /> v <br /> GTI has developed the following plan to evaluate the feasibility for using dual phase <br /> extraction to clean up of the soil and groundwater plumes. This work can proceed <br /> concurrently with the continued plume definition efforts. <br /> 2.0 FEASIBILITY STUDY- DUAL PHASE EXTRACTION TEST <br /> V <br /> Soil vapor extraction and groundwater extraction are two proven technologies for the <br /> remediation of gasoline impacted sites. Dual phase extraction involves the use of both <br /> technologies simultaneously from one well - extracting groundwater induces a cone of <br /> depression that exposes more impacted soil to vapor extraction. For the purpose of this <br /> pilot test, GTI proposes to utilize a mobile treatment unit for a period of one week. <br /> Extracted vapors will be treated with a thermal oxidizer and groundwater will be treated and <br /> then pumped into the City of Stockton municipal sewer for disposal. <br /> Tables 1 & 2 in Appendix A contain the soil and groundwater analytical data generated for <br /> the site. <br />
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