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SR0084326
Environmental Health - Public
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2900 - Site Mitigation Program
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SR0084326
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Last modified
11/16/2022 10:25:52 AM
Creation date
11/16/2022 10:23:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
SR0084326
PE
2903
FACILITY_ID
FA0019555
FACILITY_NAME
CITY OF STKN REDEVELOPMENT AGENCY
STREET_NUMBER
701
Direction
W
STREET_NAME
WEBER
STREET_TYPE
AVE
City
STOCKTON
Zip
95202
APN
14527009
ENTERED_DATE
10/8/2021 12:00:00 AM
SITE_LOCATION
701 W WEBER AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Soil Vapor Sampling SOP Page 5 of 11 <br /> Stantec Rev. 1.0 Apr 2019 <br /> manufacturer-supplied silicon sleeve then driven through the concrete slab using a previously <br /> drilled small diameter hole. The installer should follow the Cox-Colvin standard operating <br /> procedures except that use of water and the water dam for seal check should never be used. <br /> 7.0 EXTERIOR SOIL VAPOR PROBE INSTALLATION <br /> Semi-Permanent Probe Installation <br /> Soil vapor probes will be installed to the required depth below ground surface (bgs). Each soil <br /> vapor probe location will be completed using a 3-inch diameter hand auger (for shallow <br /> probes where utility clearance is needed) or direct-push techniques (e.g., Geoprobe) to <br /> advance the borehole to the target depth. <br /> Following drilling, a soil vapor probe will be installed and constructed at each location as <br /> follows. <br /> • Approximately six inches of#3 sand will be placed at the bottom of the borehole. <br /> • A stainless-steel soil vapor implant, consisting of a stainless-steel screen will be <br /> attached to '/4-inch outside diameter Teflon° tubing and centered into the borehole at a <br /> depth of five feet bgs. <br /> • The annular space will be then filled with sand to 6 inches above the vapor implant. <br /> • Approximately six to twelve inches of dry granular bentonite will be placed immediately <br /> above the sand pack. The annulus above the dry bentonite will be filled with hydrated <br /> bentonite, placed in four-inch lifts, to two inches below the surface. <br /> • The top two inches of the borehole will be filled to grade with cement grout. <br /> • The soil gas probe will be completed with a ball valve. <br /> • Use of a hand auger will greatly disturb subsurface soil and as such one week is <br /> recommended for subsurface equilibration to occur prior to sample collection. Follow <br /> individual state guidance regarding equilibration times for probe installations using direct <br /> push or hollow-stem auger. Note: Use of air rotary or rotosonic drilling may require <br /> longer equilibration times. Mud rotary drilling is never acceptable for soil gas probe <br /> emplacement. <br /> Note: for soil gas probes installed at a depth greater than 15-feet bgs, a down-hole tubing <br /> support rod (centralizer) should be used to ensure that the probe is placed at the correct depth. <br /> Small diameter PVC pipe, closed at both ends, is commonly used and the probe and tubing are <br /> affixed to the exterior of the pipe. <br /> THIS INFORMATION FOR AUTHORIZED COMPANY USE ONLY <br /> STANTEC CONSULTING <br />
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