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SR0085423 (3)
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SR0085423 (3)
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Last modified
10/18/2022 2:25:21 PM
Creation date
10/18/2022 2:23:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
SR0085423
PE
2903
FACILITY_ID
FA0025584
FACILITY_NAME
FORMER VINTAGE CAR WASH
STREET_NUMBER
622
Direction
E
STREET_NAME
LINDSAY
STREET_TYPE
ST
City
STOCKTON
Zip
95826
APN
13931025
ENTERED_DATE
6/17/2022 12:00:00 AM
SITE_LOCATION
622 E LINDSAY ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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<br /> <br />Geocon Project No. S2170-07-12 - 3 - June 6, 2022 <br /> <br />• Retain Ground Penetrating Radar Services (GPRS), a private utility locator of Sacramento, <br />California, to clear drilling locations for utilities. <br />• Mark each proposed boring location with white paint and provide a minimum of 72-hour <br />notice to the local public utilities via Underground Service Alert prior to commencement of the <br />subsurface excavations as required by law. <br />Task 2 – Field Activities <br />Soil Vapor Well Installation <br />We will install seven nested (or fourteen side-by-side) temporary soil vapor wells to depths of 5 feet <br />and 15 feet (Figure 3) to collect soil vapor samples following guidelines in Advisory-Active Soil Gas <br />Investigation (California Environmental Protection Agency [Cal-EPA] et al., 2015). Soil vapor wells <br />will be located in the southwestern portion of the Site primarily under the proposed building footprints <br />and near the 2019 soil vapor locations SV4 and SV5 (Figure 2). We will adjust proposed locations as <br />needed to avoid any conflicts with identified utilities. <br />To install each nested temporary soil vapor well, we will: <br />• Use a truck-mounted, direct-push rig to advance a 1.5-inch-diameter boring to an approximate <br />depth of 15 feet. <br />• Insert a 1.75-inch-long, polyethylene, screened vapor probe tip connected to 0.25-inch- <br />diameter Nylaflow® tubing into the boring. <br />• Place the vapor probe tip at a depth of approximately 14.5 feet and a 1-foot-thick filter pack <br />(deep filter pack) consisting of #30 silica sand around the vapor probe tip and the tubing. <br />• Place a 0.5-foot-thick layer of dry granular bentonite clay on top of the deep filter pack. <br />• Place hydrated bentonite gel clay from the top of the dry granular bentonite to a depth of <br />approximately 5 feet 9 inches to create a seal to separate the vapor probe tip from atmospheric <br />air and the 5-foot vapor well. <br />• Place a 3-inch-thick layer of dry granular bentonite then place the vapor probe tip of the second <br />vapor well at a depth of approximately 5 feet and a 1-foot-thick filter pack (shallow filter pack) <br />consisting of #30 silica sand around the vapor probe tip and the tubing. <br />• Place a 0.5-foot-thick layer of dry granular bentonite clay on top of the shallow filter pack. <br />• Place hydrated bentonite gel clay from the top of the dry granular bentonite to the surface to <br />create a seal to separate the vapor probe tip from atmospheric air. <br />• Extend the Nylaflow® tubing for both wells approximately 2 feet above the ground surface to <br />connect to sample collection equipment and cap each well with a polypropylene ball valve <br />(well valve) in the closed position. <br />We may adjust the depth of the temporary soil vapor wells and amount of filter pack placed around the <br />vapor well tip as needed based on the permeability of the soil encountered. Field personnel may decide <br />side-by-side well installation of the vapor wells is preferred to nested wells in the same hole. If side-by- <br />side well construction is used, the wells will be placed approximately 5 feet apart and constructed in <br />the same manner described above except the 15 foot wells will be sealed with hydrated bentonite gel <br />clay from the top of the dry granular bentonite to the surface. The typical temporary soil vapor well <br />detail for nested and side-by-side wells in depicted on Figure 3.
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