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ARCHIVED REPORTS XR0011593
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2900 - Site Mitigation Program
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PR0507889
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ARCHIVED REPORTS XR0011593
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Entry Properties
Last modified
9/9/2019 11:51:17 AM
Creation date
6/28/2019 3:44:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011593
RECORD_ID
PR0507889
PE
2953
FACILITY_ID
FA0007823
FACILITY_NAME
CROSSROADS COMMERCE CENTER
STREET_NUMBER
500
STREET_NAME
DARCY
STREET_TYPE
PKWY
City
LATHROP
Zip
95330
CURRENT_STATUS
01
SITE_LOCATION
500 DARCY PKWY
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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A 5 S O C I A T E S I N C , <br /> according to the Unified Soil Classification System. Descriptions of soil types encountered and <br /> sample collection intervals are presented on the boring logs contained in Appendix A. <br /> 3.2.1 Soil Sampling <br /> Each soil sample was field screened with a PID for the presence of volatile organic compounds. <br /> No petroleum hydrocarbons were observed during field activities in borings SBI through SB4 to <br /> depths of 11 feet bgs, the maximum depth explored. The PID readings from each boring were <br /> consistently at 0 parts per million (ppm). Sample tubes were sealed at each end using Teflon tape <br /> and plastic end caps, labeled, and placed on ice. Soil samples were placed on ice and submitted <br /> with chain-of-custody documentation to Sequoia Analytical for laboratory analysis. Copies of <br /> field notes are contained in Appendix B. <br /> ' 3.2.2 Groundwater Sampling <br /> One groundwater sample was collected from each boring at the depth groundwater was first <br /> encountered, approximately 10 feet bgs. A GeoprobeO Screen Point 15 Groundwater Sampler <br /> was threaded onto the leading end of the Geoprobe after groundwater had been encountered. <br /> When the sampler was advanced, O-ring seals and an expendable drive point provided a <br /> ! watertight system to ensure sample integrity. <br /> ' When the tool was advanced to the desired depth, extension rods were sent downhole to brace <br /> the bottom of the sample screen as the tool casing was retracted. When the casing was retracted, <br /> approximately 41-inches of screen with slot sizes of 0.004 inches was exposed. Teflon tubing <br /> j, with a check valve attached to one end was inserted down the casing until it was immersed in <br /> groundwater. Water was then pumped through the tubing and to the ground surface by <br /> ' oscillating the tubing up and down. Groundwater samples were placed on ice and submitted with <br /> chain-of-custody documentation to Sequoia Analytical for laboratory analysis. Following soil and <br /> groundwater sample collection, the borings were backfilled with neat cement grout to the ground <br /> surface. <br /> ' 3,2.3 Soil and Groundwater Sample Analysis <br /> Selected soil and groundwater samples were analyzed by Sequoia Analytical for TPHd, TPHg, <br /> BTEX, and oxygenate fuel additives. The analytical results for soil samples are summarized in <br /> Table I and the analytical results for groundwater samples are summarized in Table 2. <br /> Laboratory data sheets and chain-of-custody documentation are included in Appendix C. <br /> wA822541sumrptdoc 4 <br />
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