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ARCHIVED REPORTS XR0012678
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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3500 - Local Oversight Program
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PR0544645
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ARCHIVED REPORTS XR0012678
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Last modified
7/11/2019 12:40:53 PM
Creation date
7/11/2019 10:11:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012678
RECORD_ID
PR0544645
PE
3528
FACILITY_ID
FA0004979
FACILITY_NAME
CIVIC CENTER PARKING*
STREET_NUMBER
141
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13909002
CURRENT_STATUS
02
SITE_LOCATION
141 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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i <br /> l <br /> i <br /> r.. <br /> I <br /> collected from both the soil borings and monitoring wells and <br /> laboratory analyzed for benzene, toluene, ethylbenzene, total xylenes <br /> (BTEX) using EPA method 8020 and total petroleum hydrocarbons (TPH) <br /> as gasoline using modified EPA method 8015. Samples collected from t` <br /> near the used-oil tank were also analyzed for TPH as diesel using <br /> I <br /> modified EPA method 8015. Laboratory analyses of soil samples k <br /> determined that petroleum hydro .arhons are present largely near the <br /> center and on the eastern side of the former storage tank excavation. � <br /> This was confirmed by additional soil sampling performed by <br /> RESNA/WaterWork Corporation as discussed below. <br /> J <br /> 4.2 Pbase Iv Site Iavestigation E i <br /> In April of 1990, RESNA/WaterWork Corporation supervised the drilling : <br /> of 7 additional soil borings at the site, two of which were converted k <br /> E � <br /> to groundwater monitoring wells and three of which were converted to <br /> _. vapor extraction wells (Figure 5) . One soil boring was. located north f <br /> of the former tank pit excavation in Channel Street to help determine `� ! <br /> the lateral extent of soil contamination north of the site. One soil <br /> boring was angle drilled beneath the eastern dispenser island to a <br /> total depth of approximately 20 feet below grade to determine ' ' f <br /> subsurface conditions beneath the dispenser island. Two brings, one <br /> in the northeast corner and one west of the former tank pit <br /> excavation, were advanced 15 feet beyond groundwater and converted to <br /> monitoring wells to determine water quality in these areas. 4 . <br /> 4.3 Soil Sampling Orocedurea <br /> All borings were sampled at 5 =foot depth intervals using a split- <br /> spoon sampler with brass liners. The material from one sample ring y t <br /> was described in the field and logged continuously by a qualified <br /> geologist using the Unified Soil Classification System. Descriptions f <br /> of soils encountered a..d well construction details were recorded on <br /> -- - the boring/well logs (Appendix 1). The second ring was, sealed at - ----- —f- <br /> each -end with aluminum foil and a plastic cap. The eap .was then " <br /> secured with tape and the sample was placed in an air-tight bag and <br /> preserved on ice: <br /> `� Neber Point Property - 475 <br />
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