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2900 - Site Mitigation Program
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PR0505714
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Entry Properties
Last modified
3/4/2020 9:09:03 AM
Creation date
3/4/2020 9:06:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0505714
PE
2950
FACILITY_ID
FA0003590
FACILITY_NAME
M B P
STREET_NUMBER
501
Direction
W
STREET_NAME
LODI
STREET_TYPE
AVE
City
LODI
Zip
95240
APN
03731045
CURRENT_STATUS
02
SITE_LOCATION
501 W LODI AVE
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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7 March ')000 <br /> AGE'-NC Project No. 98-0450 <br /> Page 18 of 19 <br /> the annulus and allowing them to settle on the filter pack. Bentonite chips will be hydrated Using five <br /> Gallons of water. <br /> The remaining annular spaces will be tilled to the ground surlace with a cement grout. The grout <br /> mixture will consist of Type I'll Portland neat cement and not more than ]0 gallons of water per <br /> 94-pound sack of'cement. The grout will be placed by PLIMping throu0h augers. A traffic-rated well <br /> box will be installed over the wells. in accordance with County regulations. <br /> 5.5. PROGRFSS!C'ONFiRMATION SOIL SAMPLING <br /> After approximately 12 months of operation or after efficiency ofthe unit has declined, soil samples <br /> Will be collected from the petroleum-hydrocarbon impacted area at the site. Analytical results of the <br /> soil samples will serve to assess the remaining petroleum hydrocarbon mass and determine if' <br /> continuing operation of the remcdiation system is necessary. <br /> Probe borings for con lirrnation soil sampling will be advanced usin�o a van-mounted Geopt 5400 <br /> direct-push probing unit equipped with 1.25-inch probing rods. The Geoprobe advances soil probe <br /> borings using a hydraulic or pneumatic hammer to drive soil and ground water sampling tools to <br /> specified depths. <br /> Soil samples will be collected using Geoprobe push-driven ?-inch diameter discrete samplers fitted <br /> with four six-inch long brass sleeves. Discrete soil samples will be collected at five-foot intervals <br /> beginning at a depth of 10 feet bsg. Upon removal from the sampler. the sample sleeves will he <br /> separated. The exposed ends of the second sleeve will be covered with Teflon sheets, capped and <br /> sealed with tape. Soil samples encountered in the borings will be visually classified by an AGF <br /> geologist in accordance witli the Unified Soil Classification System (USCS). Additionally, soil <br /> samples will be field-screened for the presence of volatile organic compounds using an OVM. <br /> Followino sample collection_ each preserved sample sleeve will be labeled with the boring <br /> designations. sample depth. sample time. sample date and sampler's initials. Appropriately sealed <br /> and labeled samples will be placed in a chilled container under icc and transported under chain-of- <br /> custodv to a DFiS-certified laboratorv. <br /> 5.6. EQUIPMENT DECONTAMINATION AND BORING ABANDONMENT <br /> Hollow stem augers will be cleaned prior to advancement in each borehole. <br /> All sampling tools used for sample collection will be thoroughly washed with a sotution ol'Alconox <br /> and rinsed with clean water prior to usc. All down-hole drilling and sampling equipment will be <br /> pressure washed prior to starting the borin�1. <br /> Advanced Gear?m ironmenfal.lite. <br />
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