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2900 - Site Mitigation Program
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PR0544214
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Last modified
6/14/2021 2:31:20 PM
Creation date
6/14/2021 11:33:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0544214
PE
2960
FACILITY_ID
FA0025131
FACILITY_NAME
FORMERLY 424 VAN BUREN ST
STREET_NUMBER
310
Direction
W
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
137410020
CURRENT_STATUS
01
SITE_LOCATION
310 W FREMONT ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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borehole is capped with an equivalent thickness of asphalt or concrete patch to match finished <br />grade. <br />Soil Vapor Well Installation <br />The borehole is advanced to the desired sampling depth using a 4 or 6-inch diameter hand <br />auger. The soil vapor probe is attached a length of Tygon or Nylaflow® tubing that is at least <br />two feet greater than the total depth of the borehole with a closed Swagelok® type valve <br />attached to the opposite end. The vapor probe is set at a depth approximately 6 inches above <br />the total depth of the borehole in a #3 Monterey Sand (or the equivalent) filter pack that is at a <br />minimum of one foot thick. A half-foot thick layer of granulated bentonite is placed above the <br />filter pack and hydrated. The soil vapor point is completed to the surface with neat cement <br />grout mixed at a ratio of 6 gallons of water per 94 pounds of cement. A traffic rated well box is <br />set in concrete, flush with the ground surface. The excess length of Teflon® tubing with the <br />Swagelok® type valve is coiled up inside the well box. <br />Soil Vapor Sampling <br />Soil vapor sampling is performed after a minimum time duration of 48 hours, to allow the neat <br />cement grout to cure, and to allow the subsurface vapor concentrations disturbed during <br />installation activities to equilibrate. Soil vapor sampling will not be performed if a significant <br />precipitation event (>0.5-inch of rainfall) has occurred in the previous five days. The sampling <br />apparatus consists of a 6-liter (L) Summa canister for system purging and a 1-L Summa canister <br />for vapor sample collection connected via a manifold to a vacuum gauge, a -33 flow <br />regulator, a filter, and a ball valve. The laboratory prepares the Summa canisters with an initial <br />vacuum of -30 inches of mercury (inHg). The sampling apparatus is assembled and a leak <br />check performed prior to mobilization to the field. Once the sampling apparatus is assembled in <br />the field, Teflon® tubing is attached to the down-hole side of the filter and connected to the <br />Swagelok® type valve on the soil vapor sampling point. The leak check is performed by closing <br />the system at the down-hole side of the filter (placing the ball valve in the closed position) and <br />opening the valve on the purge Summa canister. The valve on the purge Summa Canister is <br />immediately closed once a vacuum registers on the attached gauge. If the vacuum is <br />maintained over a ten-minute period, the apparatus passes the leak check. The apparatus is <br />leak checked again. <br />Once the apparatus passes the field leak check, at least one system volume of air is purged <br />from the system for soil vapor wells and at least three system volumes of air are purged for sub- <br />slab vapor probes. The system volumes are determined by adding together the volume of the <br />airspace within the Tygon or Nylafow® tubing, the volume of the airspace within the manifold, <br />and the annular space surrounding the vapor point (for soil vapor wells). This system volume is <br />used to calculate the vacuum pressure drop that will occur during the purging of at least one <br />system volume. <br />Stantec
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