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2900 - Site Mitigation Program
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PR0541913
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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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I , <br /> d <br /> Addendum to Interim Corrective Action Plan <br /> Frontier Transportation, Inc. <br /> April 14, 2006 <br /> Page 9 <br /> Each well will basically consist of a central section composed of riser and screen. <br /> J The riser and screen will be constructed of two-inch inside diameter, schedule 40 <br /> polyvinyl chloride (PVC) pipe. The proposed shallow wells will consist of slotted PVC <br /> extend from approximately 20' bgs to- 5 ' bgs and it will contain three rows of 0 .010-inch <br /> - - slots. The annular space around the sreen will be filled with an appropriate grain size of <br /> sand from 20 ' bgs to 4.5 ' bgs to form a filter pack. This will be overlain with a P seal of <br /> bentonite pellets, then grouted to near ground surface with a 5% bentonite mixture with <br /> cement and water. Ends of the screen and riser sections will be constructed with flush- <br /> 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 <br /> fractions of formation material and to create a zone of high permeability that allows free <br /> ( � entry of water in the well. The pack will consist of clean sand (#2/16). The bentonite and <br /> annular seals are necessary to prevent the annulus from serving as a vertical conduit for <br /> -� potential contaminants. Following placement of the annular seal, a large-diameter flush- <br /> mount protective casing will be installed around the wellheads. The casing will be firmly <br /> seated in concrete and supplied with lockable covers for security. <br /> l <br /> The locations of the new wells are not near the source area and are in close <br /> proximity to a previously logged and sampled well. Therefore, soil samples are not 4o <br /> anticipated to provide any new data. Should the San Joaquin Environmental Health <br /> -J Department request that soil samples be taken the previously employed sampling <br /> protocol will be followed as detailed below: <br /> • A total of four soil samples would be collected from each of the four shallow <br /> wells. <br /> • Soil samples will be collected at 5 ' intervals <br /> • All samples will be collected in a split spoon sampler lined with 2-inch by 6-inch <br /> brass tubes. <br /> • The bottom brass tube will be immediately sealed with Teflon tape, capped, and <br /> packaged in a cooler with ice. <br /> • The second brass tube will be field screened using a PID to detect volatile organic <br /> compounds and used to classify soil sediments, <br /> I_ <br /> • All soil samples that detect petroleum hydrocarbon vapors using a PID or visual <br /> i <br /> inspection will be submitted to a California certified laboratory for analysis. <br /> _; • All soil samples submitted to the laboratory will be analyzed for TPH-g, BTEX, <br /> and MTBE and oxygenates using EPA methods 8015 modified and 8260. <br /> LJ <br /> � 9 <br />
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