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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
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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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� r <br /> 6709iCA17CCIMICS1/u. Page 4 <br /> Dual Phase Extraction Pilot Test Work Plan <br /> Valentine(Castle Motors) <br /> 6w Project No.764.2 5ollowing <br /> September 8,2003The extraction well is proposed wi construction: <br /> Well ia. Screen Slot Sand Packtans. ea rout Seal <br /> �..� 4'�T60 - fl.U2U" san - -1 -sur ace <br /> This construction is proposed for the following reasons: <br /> ❑ A sand unit is present in the location of SB-B extending from approximately 20 to <br /> 35 feet bgs. (see Figure 4A) These sediments should exhibit a greater hydraulic <br /> conductivity then the clayey sediments predominant at the site. This location also <br /> has the highest levels of detected soil contamination in the investigation- select data <br /> 'aw from a previous consultant is included in Appendix F. <br /> ❑ The well screen extends to a depth of approximately 20 feet below the historical <br /> range of groundwater elevation at the site (groundwater depth 33 feet bgs June <br /> 2003). This will allow for continued vapor extraction if the well is de-watered <br /> during the test. <br /> 2.3 Soil Vapor Monitoring/Extraction Wells <br /> v <br /> The groundwater elevation has exceeded the screened intervals of all eight of the site's <br /> existing monitoring wells for the quarterly events completed since 1998. This will require <br /> the installation of at least two new monitoring wells to measure vacuum influence above the <br /> water table. GTI proposes installing two monitoring wells with screened intervals similar to <br /> the construction of well E - ewes a used as monitoring points during t e field <br /> es s Un-d can a so e used as Tuture soil vapor/groundwater extraction wells. The soil vapor <br /> monitoring/extraction wells are proposed with the following construction: <br /> Well a. creen of _Sand Pac Trans. Seal Grout Seal <br /> . sanTI8=5 - -sur ace <br /> "75 - sand - - I-5'-:sur ace <br /> Figure 6 includes a fence diagram of the subsurface as viewed from the east of the site. <br /> Proposed extraction wells EW-1, VEW-1 and VEW-2 are placed in the vicinity of MW-101 <br /> adjacent to the foriner dispenser island that is the presumed source of the gasoline release. <br /> The operation of the dual phase extraction system should indicate the effectiveness of the <br /> two technologies for the site. Initially, the vapor/water extraction will be from strata of <br /> higher conductivity but the vacuum influences will eventually permeate the lower <br /> conductivity clay units. As more fresh air is drawn into the soil, natural attenuation will be <br /> augmented through the introduction of oxygen to the anaerobic environment. <br /> 2.4 Dual Phase Extraction Test <br /> v <br /> GTI proposes conducting a 5-day pilot test utilizing proposed well EW-1. <br /> To optimize the pilot testing process, we propose to perform two separate tests using the <br /> dual phase equipment. The tests will include: <br /> 1. Vapor Extraction Test - measuring vacuum influence at surrounding monitoring <br /> wells to determine the effectiveness of soil vapor extraction for vadose zone <br /> remediation. <br />
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