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3500 - Local Oversight Program
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PR0544594
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SITE INFORMATION AND CORRESPONDENCE
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Entry Properties
Last modified
6/21/2019 5:58:46 PM
Creation date
6/21/2019 2:48:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0544594
PE
3528
FACILITY_ID
FA0006298
FACILITY_NAME
DANIELS PROPERTIES
STREET_NUMBER
2210
Direction
W
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
APN
12330040
CURRENT_STATUS
02
SITE_LOCATION
2210 W COUNTRY CLUB BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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, , E,1,-_CIHE1ZKUST OF REQUIRED DATA <br /> I '6fi&OftUEST3 AT UNDERGRWft TQC S <br /> Site Name and Location: Daniels PropertyNellow Cab Co.,2210 Country Club Blvd.,Stockton,San Joaquin County <br /> 1.Distance to production wells for municipal,domestic,agriculture,industry Non-operational municipal well 1,500 feet <br /> and other uses within 2000 feet of the site; northeast(downgradient)of sits. Non- <br /> operational Irrigation well 1,400 feet west. <br /> 2. Site maps,to scale,of area impacted showing locations of former and existing tank systems, In July 1992,one 2,000- <br /> excavation contours and sample locations,boring and monitoring well elevation contours, gallon gasoline UST was <br /> gradients,and nearby surface waters,buildings,streets,and subsurface utilities, removed. In March 1998, <br /> three borings were drilled. <br /> 3. Figures depicting lithology(cross section),treatment system diagrams, Boring logs depict lithology for P-1 and <br /> P-2. Contamination appears to be limited <br /> to former UST pit. <br /> © 4. Stockpiled soil remaining on-site or off-site disposal(quantity), No overexcavation performed. <br /> 5.Monitoring wells a maining on-sits,fate No monitoring wells installed. <br /> 6. Tabulated results of all groundwater elevations and depths to water, Groundwater encountered at 12 feet bgs. Flow <br /> direction is to the N/NE. <br /> 7.Tabulated results of all sampling and analyses: Soil and groundwater samples could be collected from only P-1, <br /> HN <br /> Detection limits for confirmation sampling located In former UST pit. Maximum concentrations in soil were <br /> TPHg(24 ppm)at 12 feet bgs,and ethylbenzene(0.0057 ppm)and <br /> Lead analyses xylene(0.0087 ppm)at 15 feet bgs. Soil samples were NO at 20 and <br /> 25 feet. Groundwater sample showed TPHg at 1,700 ppb, <br /> ethytbenzene at 48 ppb,and xylene at 50 ppb. Benzene and fuel <br /> oxygenates were not detected in all samples. <br /> 8. Concentration contours of contaminants found and those remaining in soil Vertical extent of soil impact is approx.15 <br /> ,agdgroundwater,and bot -site and off-site: feet bgs,as defined by P-1. Limited lateral <br /> U Lateral and Vertical extent of soil contamination extent of soil impact inferred by lack of <br /> m Lateral andN❑ Vertical extent of groundwater contamination hydrocarbon indicators in P-2,located 15 <br /> Ci feet NW of P-1. Unable to define extent of <br /> groundwater contamination with only one <br /> grab water sample. <br /> © 9.Zone of influence calculated and assumptions used for subsurface No remediation system installed. <br /> remediation system and the zone of capture attained for the soil and <br /> groundwater remediation system; <br /> © 10.Reports/information Unauthorized Release Form OMRs(Dates) <br /> *W dbon�ig PAR FRP Oiher(report name) 2.Feb.200i)Ctosur Summary rt <br /> IT-i CJ <br /> © 11.Best Available Technology(BAT)used or an explanation for not using BAT; No remedial actions taken. <br /> © 12.Reasons why background wasrs unattainable using BAT; Natural attenuation will achieve water quality objectives <br /> with time. <br /> © 13.Mass balance calculation of substance treated versus that remaining; Site Investigation suggests contamination is <br /> limited to UST pit. <br /> 14.Assumptions,parameters,calculations and model used in risk No risk assessment performed. <br /> © <br /> assessments,and fate and transport modeling; <br /> 0 15.Rationale why conditions remaining at site will not adversely Clay and silty soil will retard dissolved hydrocarbons <br /> ict water quality,health,or other beneficial uses;and from migrating off-site. Nearest downgradient <br /> groundwater receptor is 1,500 feet from site. <br /> © 1 ET or TCLP results No WET or TCLP analyses performed. <br /> By: Comments:Site can be closed as a low risk groundwater case. Although the extent of hydrocarbon <br /> contamination was not defined by the investigation conducted,the County corroborates that the <br /> Date: limits can be inferred by the low hydrocarbon concentrations detected at the UST pit and field <br /> 5/11/ observations at other boring locations. No benzene or MTBE were detected above the lab limits. <br />
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