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ARCHIVED REPORTS XR0008182
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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1448
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3500 - Local Oversight Program
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PR0544673
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ARCHIVED REPORTS XR0008182
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Last modified
8/19/2020 5:28:08 AM
Creation date
7/18/2019 3:34:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008182
RECORD_ID
PR0544673
PE
3528
FACILITY_ID
FA0006182
FACILITY_NAME
REGAL STATION #604
STREET_NUMBER
1448
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
02
SITE_LOCATION
1448 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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CLOSURE REQUEST 5-31-94 <br /> deep in 97 cubic yard increments . Sampling of this aerated soil <br /> on August 16, 1990, indicated that the only component remaining <br /> was kerosine range hydrocarbons that ranged from 30 to 140 mg/Kg; <br /> BTEX were below detection limits . This soil was used at the top <br /> of the backfill of the UST excavation. <br /> Over-excavation of the pump island areas generated approximately <br /> 350 cubic yards of soil . Laboratory results of the samples <br /> obtained August 22, 1990 indicated that the majority of the soil <br /> was below 50 ppm TPH in the kerosine range with minor toluene, <br /> ethylbenzene and xylenes . Aeration of this soil commenced on <br /> September 6, 1990 . Sample results obtained on September 19, 1990 <br /> showed the soil to be below detection limits for petroleum <br /> hydrocarbons and BTEX <br /> Approximately 30-40 cubic yards of soil was generated from <br /> deepening the eastern and western pump island excavations to the <br /> 20 foot depth. A composite sample of this excavated soil showed Y <br /> only 18 ppm as kerosine range hydrocarbons was in the soil, this <br /> soil was spread thinly on the asphalt and left, see Table 5. <br /> Aeration of the soil was performed in the following manner. <br /> 1 . Using a front end loader with a one yard bucket <br /> approximately the permitted amount of the stockpiled soil <br /> was removed from the covered piles and then the piles were <br /> recovered <br /> 2 . The removed soil was then aerated by moving the <br /> soil with the bucket of the loader to various locations <br /> within the aeration zone and forming numerous small piles <br /> These piles were continually reworked throughout the day <br /> 3 Towards the end of the day, the individual small piles <br /> were combined and then spread upon the aeration area at <br /> approximately a 6" thickness and left to aerate. <br /> 4 . Once field screening with a HNu PID indicated the soil <br /> to be clean it was repiled and covered and a fresh segment <br /> of soil was removed from the stockpiled covered soil piles <br /> and aerated in the same manner. This was performed until <br /> all of the excavated soil had been worked in this manner <br /> 5 . Once the certified laboratory results showed that a <br /> soil segment was below detection limits for gasoline range <br /> hydrocarbons, benzene, toluene, ethylbenzene and xylenes and <br /> below 100 ppm TPH for kerosene or diesel range, that soil <br /> was placed into a completed aeration pile and later used for <br /> backfill on site <br /> IN-SITU VAPOR EXTRACTION <br /> Laboratory results of the samples obtained from the over- <br /> excavations and soil borings performed on site indicated that <br /> further excavating would not be cost effective to remove residual <br /> soil contaminant . Ground water also needed to be remediated. Due <br /> page23 <br />
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