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2900 - Site Mitigation Program
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PR0526874
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Entry Properties
Last modified
11/1/2018 10:48:26 AM
Creation date
11/1/2018 8:33:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0526874
PE
2960
FACILITY_ID
FA0018201
FACILITY_NAME
FORMER MOBIL SERVICE STATION 99-CAS
STREET_NUMBER
75
Direction
E
STREET_NAME
ALPINE
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
11514007
CURRENT_STATUS
01
SITE_LOCATION
75 E ALPINE AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Soil Vapor Sampling Well Installation and Sampling <br />Field Protocol <br />Preliminary Activities <br />Prior to the onset of field activities at the site, Cardno ERI obtains the appropriate permit(s) from the governing <br />agency(s). Advance notification is made as required by the agency(s) prior to the start of work. Cardno ERI <br />marks the borehole locations and contacts the local one call utility locating service at least 48 hours prior to the <br />start of work to mark buried utilities. Borehole locations may also be checked for buried utilities by a private <br />geophysical surveyor. Prior to drilling, the borehole location is cleared in accordance with the client's <br />procedures. Fieldwork is conducted under the advisement of a registered professional geologist and in <br />accordance with an updated site-specific safety plan prepared for the project, which is available at the job site <br />during field activities. <br />Well Construction <br />The borehole is advanced to the desired depth using either a direct -push rig, hand auger, or air vacuum rig. <br />Lithologic conditions are recorded on a boring log during borehole advancement, and select soil matrix <br />sampling may be conducted based on soil characteristics. <br />Each soil vapor sampling (SVS) well is constructed using inert screen material attached to 1/8- to'/ -inch outer <br />diameter inert tubing. A gas-tight vacuum fitting or valve is attached to the top of each length of tubing using a <br />female compression fitting. Each screen is set within a minimum of a 12 -inch thick appropriately sized sand <br />pack, with a minimum of 3 inches of sand pack above the top of the screen. A minimum of 4 inches of dry <br />granular bentonite is set above each screen and associated sand pack. In SVS wells with multiple and <br />separate casings and screens, the annular space between the top of the dry granular bentonite above the deep <br />screen and the bottom of the sand pack associated with the shallow screen is sealed with a minimum of 18 <br />inches of hydrated bentonite. The remainder of the annular space of the well is sealed with hydrated bentonite <br />to 1 foot below ground surface. Wellheads are finished with traffic -rated well boxes set in concrete flush with <br />the surrounding grade. No glues, chemical cements, or solvents are used in well construction. <br />A boring log is completed with the construction details for each well, including the materials of construction, <br />depth of the borehole, screen length, and annular seal thickness. <br />Soil Vapor Sampling <br />Samples are collected using a soil vapor purging and sampling manifold consisting of a flow regulator, vacuum <br />gauges, vacuum pump, and laboratory -prepared, gas-tight, opaque containers such as Summa TM canisters. <br />Samples may also be collected using a syringe and analyzed by a mobile laboratory. Prior to use, SummaTm <br />canisters are checked to ensure they are under the laboratory induced vacuum between 31 and 25 inches of <br />mercury (in. Hg). New inert tubing is used to purge and sample each well. Prior to purging and sampling each <br />SVS well, the sampling manifold is connected to the gas-tight vacuum fitting or valve at the wellhead, and the <br />downstream tubing and fittings are vacuum tested at approximately 24 to 28 in. Hg. Purging and sampling are <br />conducted only on SVS wells when the tubing and fittings hold the applied vacuum for 10 minutes per vacuum <br />gauge reading. <br />When required, Cardno ERI conducts a purge volume versus constituent concentration teston at leastone SVS <br />well prior to purging and sampling activities. The purge volume test well is selected based on the location of the <br />anticipated source of chemical constituents at the site and on the location of anticipated maximum soil vapor <br />concentrations based on lithologic conditions. If the SVS well has been in place for more than 1 week, it is <br />assumed that soil vapor in the sand pack has equilibrated with the surrounding soil, and only the screen and <br />tubing volumes are included in the purge volume calculation. If the SVS well has been in place for less than 1 <br />week, the volume of the sand pack around the screen is included in the purge volume calculation. A photo - <br />ionization detector (PID) or on-site mobile laboratory is used to evaluate concentrations of chemical constituents <br />in the vapor stream after 1, 3, and 7 volumes of vapor have been purged from the SVS well. <br />
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