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2900 - Site Mitigation Program
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PR0544707
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Last modified
5/13/2020 3:39:51 PM
Creation date
5/13/2020 3:11:38 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0544707
PE
2950
FACILITY_ID
FA0025409
FACILITY_NAME
OFFICE BUILDING
STREET_NUMBER
1423
STREET_NAME
BRADFORD
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
11715019
CURRENT_STATUS
01
SITE_LOCATION
1423 BRADFORD ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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PSI Project Number:0575-1504 <br /> On <br /> Guggenheim—Stockton,CA <br /> July 22, 2019 <br /> Page 3 <br /> 3 SCOPE OF WORK—SUBSURFACE SAMPLING <br /> This section describes the proposed methodology to conduct a subsurface investigation at the site. The <br /> objective of our proposed work is to establish protocols for conducting an investigation that will provide <br /> data for completion of the Subsurface Investigation Report for the subject property and to assess <br /> whether former practices at the former gas station have impacted the subject property. <br /> 3.1 PRE-FIELD ACTIVITES <br /> A minimum of three working days prior to performing the field services, PSI will mark the site and call <br /> Underground Service Alert to notify utilities and public service agencies of the proposed excavation. <br /> Additionally, a private utility locator will clear sampling locations, as well attempt to identify whether <br /> USTs are still present associated with the former gas station. <br /> 3.2 SOIL-VAPOR SAMPLING / v <br /> Soil-vapor locations have been selected to provide sampling in the areas where former USTs and <br /> associated piping and fuel dispensers are expected to have been located. PSI is proposing to complete <br /> soil-vapor sampling in five locations. The locations of the proposed soil-vapor samples are presented <br /> in Figure 2. <br /> Soil vapor samples will be collected by driving a temporary soil vapor sampling point in an open hole <br /> created by a direct push probe rod inserted to a depth of S feet bgs. An inert, plastic sparge implant <br /> tip will be installed in the middle of a one-foot sand pack with 1/8 or%-inch diameter Nylaflow tubing <br /> running from the tip to the surface. Dry bentonite will be placed in the hole above the sand pack, <br /> followed by hydrated bentonite to the surface, to complete the vapor point installation and seal the <br /> sand pack zone from other zones and ambient air. The vapor implant will be allowed to equilibrate for <br /> a minimum of two hours before sampling, <br /> After equilibration, a shut-in test will be performed to check for leaks in the above ground fittings. The <br /> shut-in test consists of assembling the above ground section of the sampling train (e.g. valve lines, <br /> fittings, flow controllers, and Summa canister downstream from the top of the probe), and evacuating <br /> the flow lines to a measured vacuum of about 100 inches of water, then shutting the valves at either <br /> end of the above ground section of the sampling train including the valve attached to the Summa <br /> canister and observing the vacuum for a minimum of one minute. If there is any observable loss of <br /> vacuum,the fittings are adjusted as needed until the vacuum in the above ground section of the sample <br /> train does not noticeably dissipate. After the shut-in test is successful, sampling, with a leak-check, will <br /> be performed. The leak check consists of applying the leak check compound (1,1-difluoroethane (1-1 <br /> DFA))to clean towels and placing the towels near the bentonite seal surrounding the drill rod and near <br /> connections along the sample train. The leak-check compound will be included in the laboratory <br /> analyte list and the laboratory will quantify and annotate all detections of the leak-check compound at <br /> the reporting limit of the target analytes. <br /> www.intertek.com/building <br />
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