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2900 - Site Mitigation Program
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PR0541437
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Last modified
7/24/2019 11:16:10 AM
Creation date
7/24/2019 11:10:51 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0541437
PE
2965
FACILITY_ID
FA0023751
FACILITY_NAME
MCBILLIN PROPERTY
STREET_NUMBER
2154
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16705021
CURRENT_STATUS
01
SITE_LOCATION
2154 S EL DORADO ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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i <br /> I <br /> 22 May 2013 <br /> AGE Project No . 11 - 1847 <br /> Page 5 of 6 <br /> 3 . 1 .2 . Grab Groundwater Sampling <br /> Once the total depth ( 100 feet bsg ) is reached a Geoprobe (or similar) push -driven water <br /> sampling device will be advanced four feet below the total depth of the boring ( 104 feet <br /> bsg ) and then retracted to expose temporary well screen . Groundwater samples will be <br /> extracted from the borehole by dedicated disposable or polyethylene tubing through the <br /> hollow center of the push rods into the screen section . Samples will be analyzed for the <br /> constituents listed in Section 2 .3 . and will be collected into laboratory-supplied , non- <br /> preserved 40-ml Volatile Organic Analysis (VOA) vials . <br /> Appropriately sealed and labeled samples will be placed in a chilled container under ice <br /> and transported under chain-of-custody procedure to a CDPH-certified laboratory. Each <br /> sample containerwill be labeled with sample designation , time , date and sampler's initials. <br /> 3 . 1 . 3 . Boring Abandonment <br /> If it is determined that a monitoring well is not warranted for installation the soil borings will <br /> be permanently sealed to prevent vertical migration of potential contaminants . The soil <br /> boring will be abandoned by backfilling with cement grout from the total depth to surface <br /> grade utilizing tremie procedures . The top three to six inches of the boring abandonments <br /> will be completed flush to surface grade with native soils or concrete . The SJCEHD willbe <br /> notified for grout inspection at least 48 hours prior to conducting grouting procedures <br /> rl � <br /> 1fL ,x <br /> 3 .2 , MONITORING WELL INSTALLATION <br /> Contingent upon field observations during advancement of the pilot boring a deep <br /> screened groundwater monitoring well (screened 95 to 100 feet bsg ) may be installed <br /> within pilot boring B5 . A determination on the installation of the well will be completed <br /> following soil and groundwater sample collection . <br /> 3 .3 . WELL COMPLETION <br /> If warranted , and following advancement of the pilot boring , well casing , filter pack and <br /> sealing materials will be placed into the borehole through the interior of the hollow-stem <br /> augers . A 2-inch diameter, 95-foot Schedule 40 PVC blank casing and a 5-feet of <br /> 0 .020-inch slotted well screen will be installed in the borehole . After installing the well <br /> casing , filter pack material consisting of pre-washed #3 sand will be added from the bottom <br /> of the borehole to approximately two feet above the screened interval . Following placement <br /> Advanced GeaEnvirunmental, Inc. <br />
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