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2900 - Site Mitigation Program
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PR0548753
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Entry Properties
Last modified
3/2/2026 11:33:41 AM
Creation date
3/2/2026 11:15:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0548753
PE
2959 - DTSC LEAD AGENCY SITE
FACILITY_ID
FA0027916
FACILITY_NAME
BOBSON CLEANERS, INC.
STREET_NUMBER
600
Direction
N
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
22314117
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
600 N MAIN ST MANTECA 95336
Tags
EHD - Public
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A4OM <br /> • Sand will be added for another six inches. <br /> • A granular bentonite plug, will be placed directly above the sand pack and continued <br /> to the surface as described below per temporary or permanent installment of the <br /> vapor well. <br /> o If the vapor well is temporary, bentonite will be added to the borehole until the <br /> surface is reached or to the bottom of the next sampling interval. <br /> o Prior to adding the next sand pack and probe, hydrate bentonite to seal the <br /> bottom of the next interval. <br /> o If the vapor well is permanent, hydrated neat-cement grout will be added to <br /> the borehole until the surface is reached or to the bottom of the next sampling <br /> interval. Neat-Cement Grout means a mixture in the proportion of 94 pounds <br /> of Portland cement and not more than 6 gallons of water. Bentonite up to 5 <br /> percent by weight of cement (4.7 pounds of bentonite per 94 pounds of <br /> Portland cement) may be used to reduce shrinkage. <br /> • Small diameter (1/8 to 1/4 inch) tubing is typically used for probe construction. At <br /> sites where soil moisture is high and/or finer-grained materials are present, larger <br /> diameter tubing, up to 3/4-inch, may also be used. Using larger diameter tubing is <br /> less susceptible to plugging by high soil moisture and fine-grained materials. The <br /> probe tip, probe and probe connectors should all have the same diameter to provide <br /> a good seal between the formation and the sampling assembly. The tubing must be <br /> made of one of the following materials: metal, nylon, polyetheretherketone (PEEK), <br /> teflon which will not react, absorb or interact with site contaminants. It is suggested to <br /> use new tubing for new field events or demonstrate that the tubing you are using is <br /> contaminant free. <br /> • The completed soil vapor probes will be protected from the elements and/or <br /> tampering by installing probe housing. Probes that are permanent and/or located in a <br /> parking lot, roadway, or easement will be completed at the surface with a traffic-rated <br /> well box. <br /> • Complete surface ends of tubes with Swagelok® caps, valves, or other equivalent <br /> terminations. <br /> • Label tubing of probes at the surface to be sure that the sampling depth is easily <br /> identifiable. Make sure the identification system remains in place for future re- <br /> sampling. <br />
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