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PR0545309
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Last modified
2/11/2020 9:40:49 PM
Creation date
2/11/2020 9:11:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545309
PE
3528
FACILITY_ID
FA0010339
FACILITY_NAME
H&H ENGINEERING CONST INC
STREET_NUMBER
212
STREET_NAME
INDUSTRIAL
STREET_TYPE
DR
City
STOCKTON
Zip
95206-3920
APN
17728019
CURRENT_STATUS
02
SITE_LOCATION
212 INDUSTRIAL DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Project No. 034-98081 <br /> Page No. 5 <br /> the contaminants, with highest concentrations of TPH-G and BTEX being present in soils from a depth <br /> of 10 to 20 feet in Boring P2. <br /> Because very low concentrations of ethyl benzene and total xylenes were detected in the Boring P2 soil <br /> sample from a depth of 40 feet, and since the actual groundwater depth at the site had not been <br /> determined at the time of the assessment, it was unknown whether groundwater had been impacted by <br /> PHCs associated with the former UST. <br /> Based on the information gathered during the soil assessment, it was Krazan's opinion°that the former <br /> l <br /> gasoline UST had not created a significant soil contamination condition (due to low concentrations and <br /> limited extent). Furthermore, it was unlikely that a significant groundwater contamination condition was <br /> related to the former gasoline UST. However, groundwater conditions beneath the sitejl'were unknown, <br /> k andsam sampling and analysis would be required to provide definitive groundwater <br /> g P g . Y <br /> ' information. � <br /> 5.2 March 1998 Groundwater Assessment <br /> Based on the conclusions of:,.Krazan's February 1998 soil assessment report for the subject site, H&H <br /> Engineering authorized Krazan to collect a grab groundwater sample near the location of soil boring P2. <br /> '1 <br /> -} The results of that investigation are summarized below and were documented in Krazan's March 13, <br /> 1998 report Groundwater Sampling, Farmer Underground Storage Tank Area, H&H Engineering <br /> Property, 212 Industrial Drive, Stockton, California. On March 6, 1998, one exploratory boring (P5-W) <br /> r <br /> was advanced to a depth of 46 feet bgs using direct push; (Geoprobe®) equipment. One grab <br /> groundwater sample was collected and submitted to a State-certified analytical laboratory to.determine <br /> the presence and concentration of BTEX/TPH-G by EPA Method 8015M/8020M and other volatile <br /> organics by EPA Method 8260 included the common fuel oxygenates (methyl tertiary butyl ether ; <br /> [MTBE], etc.) and common chlorinated compounds such as tetrachloroethene (PCE),1 trichloroethene <br /> (TCF), and 1,2-dichloroethene (1,2-DCF). Table II presents:, the results of the chemical analyses <br /> performed on the submitted groundwater sample. ;; r <br /> The collected groundwater sample contained elevated concentrations of petroleum hydrocarbons <br /> rE <br /> (including benzene and toluene above their respective State Maximum Contaminant Levels [MCL]), but <br /> no concentrations of fuel oxygenates or chlorinated hydrocarbons. Based on the results of the <br /> ti groundwater investigation, it was Krazan's opinion that further soil and groundwater l assessment was <br /> o <br /> KRAZAN&.ASSOCIATES, INC. <br /> Offices Serving tie Western United States <br /> 1 3498081.WP <br />
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