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REMOVAL_2019
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2300 - Underground Storage Tank Program
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PR0232527
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REMOVAL_2019
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Entry Properties
Last modified
9/16/2020 3:14:10 PM
Creation date
9/16/2020 1:45:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
REMOVAL
FileName_PostFix
2019
RECORD_ID
PR0232527
PE
2381
FACILITY_ID
FA0009152
FACILITY_NAME
ASSOCIATED TRACTOR SVC INC
STREET_NUMBER
1323
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206-1120
APN
16323005
CURRENT_STATUS
02
SITE_LOCATION
1323 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
KBlackwell
Tags
EHD - Public
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Mr . Pat Riddle <br /> Page 2 <br /> Workscope <br /> In order to determine if the UST leaked and caused a condition of soil contamination <br /> Ground Zero drilled and sampled two soil borings at the locations shown on Figure 2 . <br /> Protocols, Pre-field Work and Permitting Activities <br /> Fieldwork was conducted in accordance with Ground Zero ' s Quality Assurance/Quality <br /> Control Plan and the Site- Specific Health & Safety Plan on file with EHD . A drilling permit <br /> was obtained from EHD (Attachment A) . An UST Closure Permit application along with the <br /> appropriate fees was submitted to EHD on May 17 , 2019 . As of this writing the UST Closure <br /> Permit has not been processed . Underground utilities were checked by clearly marking the <br /> proposed boring locations in white paint and calling the location in for a clearance ticket by <br /> Underground Services Alert (USA) . <br /> Field Work <br /> According to the records in the EHD file, the UST invert was at a depth of six (6) feet below <br /> grade . Consequently, on August 8 , 2019 two borings were advanced with a hand auger, one at <br /> each end of the former UST, and native soil samples collected at a depth of approximately <br /> nine (9) feet . The samples were obtained using a drive sampling device containing clean <br /> stainless -steel sampling sleeves . The sleeves were sealed with Teflon film, capped, uniquely <br /> identified and placed in a chilled ice chest pending delivery to the laboratory under chain-of- <br /> custody protocol . <br /> Upon completion the borings were backfilled with neat cement grout and the concrete <br /> pavement surface was restored . Backfilling was witnessed by Mr. Jeff Wong of EHD . Field <br /> notes are included in Attachment B . <br /> Laboratory Analysis <br /> The samples were submitted to State-certified BC Laboratories (ELAP No . 1186) where they <br /> were analyzed for total petroleum hydrocarbons as gasoline (TPHg) by LUFT-GC/MS ; for <br /> volatile organic compounds (VOCs) including benzene, toluene , ethylbenzene xylenes <br /> (BTEX) , naphthalene, gasoline oxygenate additives and lead scavengers (MTBE , TBA , <br /> TAME, ETBE, DIPS, 1 ,2 -DCA and EDB) by EPA Method 8260 ; and for total lead by EPA <br /> Method 6010 . <br /> Analytical Results <br /> The laboratory analytical report is included in Attachment C and the results are summarized in <br /> Table 1 . <br /> In boring HAB 19-01 -9 ' , which was located at the north end of the former UST excavation, <br /> TPHg was detected at a trace level of 0 . 56 parts per million (ppm) and lead was detected at a <br /> concentration of 5 . 1 ppm . No VOCs were detected . <br /> UST Soil Sampling Report <br />
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