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2900 - Site Mitigation Program
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PR0541913
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Entry Properties
Last modified
2/13/2020 7:07:47 PM
Creation date
2/13/2020 11:53:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0541913
PE
2960
FACILITY_ID
FA0024043
FACILITY_NAME
FRONTIER TRANSPORTATION FACILITY
STREET_NUMBER
425
STREET_NAME
LARCH
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
21220009
CURRENT_STATUS
01
SITE_LOCATION
425 LARCH RD
P_LOCATION
03
QC Status
Approved
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EHD - Public
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OR I <br /> Site Assessment Proposal <br /> Frontier Transportation <br /> Doc # 101501 <br /> r? I October 15, 1997 <br /> f:a <br /> protective casing will be set over the well top and surrounded by a surface seal of concrete. <br /> -1 <br /> The riser and screen will be constructed of two-inch inside diameter, schedule 40 polyvinyl <br /> LI chloride (PVC) pipe. Slotted PVC will be extended from approximately 5' bg to termination <br /> - depth and it contained three rows of 0.020-inch slots. Ends of the screen and riser sections will <br /> be constructed with flush joining threaded fittings to ensure leak-proof unions. <br /> A filter pack of sand will be placed around the screen to retain the finer grained fractions <br /> of formation material and to create a zone of high permeability that allows free entry of water in <br /> the well. The pack will consist of clean quartz sand (Monterey #3 ) sized to be compatible with <br /> the screen slot size. <br /> The bentonite and annular seals are necessary to prevent the annulus from serving as a <br /> vertical conduit for potential contaminants. Bentonite pellets will be used to seal the critical area <br /> directly above the filter pack. The annular seal will be composed of a mixture of bentonite <br /> powder, Portland cement and water. <br /> : I <br /> Following placement of the annular seal, a large-diameter flush-mount protective casing <br /> will be installed around the well head. The casing will be firmly seated in concrete and supplied <br /> i with lockable covers for security. <br /> 7. 1 ) Soil Sampling <br /> Soil samples will be collected at 5 ' vertical intervals in each well. All samples will be <br /> collected through the auger using a split-barrel sampling device. An 184nch long section from <br /> each five-foot interval of the soil column will be collected for classifying and logging the site <br /> sediments and for chemical analysis (if needed) . <br /> -,I For collection of samples for analysis, the sampler will be lined with three, 6-inch long, 2- <br /> inch diameter brass sampling rings to contain the soil which were immediately sealed with Teflon <br /> i tape, capped and packaged using a PID to detect volatile' organic compounds. The rings will be <br /> -- examined for physical'evidence of contamination and for soil classification. <br /> Only those soil samples which visual and PID inspection had identified evidence of <br /> contamination will be analyzed for petroleum aromatic compounds including MTBE (EPA <br /> method 8020) and petroleum hydrocarbons as gasoline (EPA method 8015) at a California <br /> Jcertified toxics analysis laboratory. <br /> -- 7.2) Groundwater Sampling <br /> J Groundwater sampling for dissolved petroleum hydrocarbons will be performed in all <br /> -.I groundwater monitoring wells. General steps of the groundwater sampling protocol are <br /> ' i <br /> 5 <br />
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