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REMOVAL_2014 REMOVAL
EnvironmentalHealth
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2300 - Underground Storage Tank Program
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PR0539625
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REMOVAL_2014 REMOVAL
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Entry Properties
Last modified
11/20/2024 8:48:39 AM
Creation date
11/8/2018 9:54:08 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
REMOVAL
FileName_PostFix
2014 REMOVAL
RECORD_ID
PR0539625
PE
2361
FACILITY_ID
FA0022676
FACILITY_NAME
CALTRANS
STREET_NUMBER
19107
Direction
E
STREET_NAME
STATE ROUTE 26
City
LINDEN
Zip
95236
CURRENT_STATUS
02
SITE_LOCATION
19107 E HWY 26
QC Status
Approved
Supplemental fields
FilePath
\MIGRATIONS3\T\HWY 26\19107\PR0539625\2014 REMOVAL.PDF
QuestysFileName
2014 REMOVAL
QuestysRecordDate
7/14/2017 3:08:20 PM
QuestysRecordID
3506712
QuestysRecordType
12
QuestysStateID
1
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EHD - Public
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RGVGI VGV <br /> JAN 0 2 2014 <br /> ENVIRONMENTAL <br /> The borings were logged by a Professional Geologist using Unified Soil Classification System pfPARTMENT <br /> descriptions. Soil samples were observed for indications of hazardous materials or petroleum products <br /> (e.g., soil discoloration or "chemical" odor). Each soil sample was screened with a photo-ionization <br /> detector (PID) for preliminary indications of volatile organic compounds (VOCs). Soil collected for <br /> screening purposes was placed in new re-sealable plastic bags to facilitate using the PID to screen the <br /> sample for VOCs within the bag "headspace." A hand-held global positioning system (GPS) receiver <br /> was used to determine the latitude/longitude coordinates of the boring locations. The boring <br /> coordinates are summarized on Table 1. <br /> The borings were backfilled with bentonite slurry to a depth of 3 feet, then with soil cuttings to near <br /> the surface and patched with cold-patch asphalt. The boring grouting activities were observed by a <br /> representative of SJCEHD. <br /> Quality Assurance/Quality Control Procedures <br /> Quality assurance/quality control (QA/QC) procedures were performed during the soil sampling <br /> activities. These procedures included decontamination of sampling equipment prior to and between <br /> each borehole location and providing COC documentation for each soil sample submitted to the <br /> laboratory. The soil sampling equipment was cleansed by washing the equipment with an Alconox® <br /> solution followed by a double rinse with deionized water. <br /> Laboratory Analyses <br /> Soil Samples <br /> Soil samples were selected for analysis based on field observations and soil screening results, sample <br /> locations/depths, and the experience and judgment of the field geologist. Soil samples collected from <br /> depths of 5 and 10 feet from each boring were analyzed under standard ten-day turnaround time by <br /> ATL for the following: <br /> • Four soil samples were analyzed for gasoline-range organics (GRO), diesel (DRO), and oil <br /> (ORO) following United States Environmental Protection Agency (EPA) Test Method <br /> 8015B(M). <br /> • Two soil samples were analyzed for VOCs following EPA Test Method 8260B, semi-volatile <br /> organic compounds(SVOCs)following EPA Test Method 8270C, and polychlorinated biphenyls <br /> (PCBs)following EPA Test Method 8082. <br /> • Two soil samples were analyzed for Title 22 metals following EPA Test Methods 6010B and <br /> 7471A(mercury). <br /> Laboratory QA/QC Procedures <br /> QA/QC procedures were performed by ATL for each method of analysis with specificity for each <br /> analyte listed in the test method's QA/QC.QA/QC measures as applicable will include the following: <br /> • One method blank for every ten samples, batch of samples or type of matrix, whichever is more <br /> frequent. <br /> • One sample analyzed in duplicate for every ten samples, batch of samples or type of matrix, <br /> whichever is more frequent. <br /> Linden UST Site Investigation,TO No.4 Caltrans Contract 06A1895,EA No. I O-OY3600 <br /> Cteocon Project No.59800-01-04 -3 - December 11,2013 <br />
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