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SITE INFORMATION AND CORRESPONDENCE CASE 2
Environmental Health - Public
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SITE INFORMATION AND CORRESPONDENCE CASE 2
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Last modified
7/30/2019 1:48:27 PM
Creation date
7/30/2019 1:36:21 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
CASE 2
RECORD_ID
PR0544710
PE
3528
FACILITY_ID
FA0006247
FACILITY_NAME
Western Lift
STREET_NUMBER
3430
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17525063
CURRENT_STATUS
02
SITE_LOCATION
3430 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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BLE 1 -CHECKLIST OF REQUIRED DATA <br /> FOR NO FURTHER ACTION REQUESTS AT UNDERGROUND TANK SITES <br /> Site Name and Location: Former Western Lift,Case#2, 3430 S.EI Dorado St.,Stockton, San Joaquin County(RB#391189) <br /> Y1 1. Distance to production wells for municipal,domestic, A 2003 sensitive receptor survey reported no water <br /> agriculture, industry and other uses within 2000 feet of the site. supply wells within 2,000'of the site.A site domestic <br /> well was properly destroyed in 12-96. <br /> Y 2. Site maps, to scale, of area impacted showing locations of any Prior to 1984, one 1,000-gallon gasoline UST was <br /> former and existing tank systems, excavation contours and removed. Site maps and figures were provided in <br /> sample locations, boring and monitoring well elevation investigation reports. <br /> contours,gradients, and nearby surface waters,buildings, <br /> streets,and subsurface utilities; <br /> =73. Figures depicting lithology(cross Site lithology consists of clay,silt,and sand to 90', the total depth <br /> section), treatment system diagrams; investigated. <br /> N 4. Stockpiled soil remaining on-site or The fate of excavated soil is not documented. <br /> off-site disposal(quantity); <br /> y 5. Monitoring wells remaining on-site, Six(6)remaining Case#2 monitoring wells(MW-6,MW-7, MW-8A, and MW-9 <br /> ate; through MW-11)and eleven(11)remediation wells(VEW-1 through VEW-7, <br /> and ASW-1 through ASW-4) will be properly destroyed prior to closure. <br /> YJ 6. Tabulated results of all groundwater Depth to groundwater varied from 22'bgs to 39'bgs. Groundwater flow <br /> elevations and depths to water; direction was towards the northeast. Groundwater gradient varied from <br /> 0.001 ft/ft to 0.002 ft/ft. <br /> 7. Tabulated results of all sampling All data adequately tabularized in various reports. <br /> and analyses: <br /> FYIDetection limits for <br /> confirmation sampling <br /> IS Lead analyses <br /> 8. Concentration contours of contaminants found and those remaining in The horizontal and vertical extent of the <br /> soil and groundwater, and both on-site and off-site: petroleum contamination are confined to <br /> - <br /> the property limits. <br /> El Lateral and 0 Vertical extent of soil contamination <br /> Lateral and FY1 Vertical extent of groundwater contamination <br /> 9.Zone of influence calculated and assumptions used for subsurface Soil vapor extraction (SVE)and air <br /> remediation system and the zone of capture attained for the soil and sparging(AS) were implemented from <br /> groundwater remediation system; 1 2005 to 2012. <br /> 10.Reports/information❑Y Unauthorized Release Form MY QMRs(58)3-98 to 12-12 <br /> My Well and boring logs 1 PAR [] FRP ❑y Other Site Conceptual Model& Closure Report, 4-13 <br /> _YJ 11.Best Available Technology(BAT) used or an UST removal and implementation of an engineered SVE/AS <br /> explanation for not using BAT; I system. <br /> Y 12. Reasons why background was/is Residual soil contamination and groundwater pollution remain onsite. <br /> attainable using BAT, Groundwater plume is decreasing in concentration and should be restored <br /> through natural processes in about 26 years. <br /> Y 13.Mass balance calculation of Consultant estimated initial TPH mass as 13,705 lbs. in soil and 88 lbs. in <br /> substance treated versus that groundwater.SVE removed approximately 4,100 lbs. of TPH in soil. An <br /> remaining; estimated 4.5 lbs. of TPH remain in groundwater. <br /> Y 14. Assumptions,parameters, Site did not pass LTCP for Vapor Intrusion(J&E Model 10 benzene risk from <br /> calculations and model used in risk groundwater to soil vapor)and Direct Contact(Ethybenzene at>5'bgs); <br /> assessments, and fate and transport however, USTCUF recommended case for closure. Consultant states site reuse <br /> modeling; does not represent a significant human health risk with engineering controls in <br /> new construction. <br /> y 15. Rationale why conditions Soil and groundwater contamination reportedly are confined to the property <br /> remaining at site will not adversely boundaries.Land use(commercial)is not expected to change in the foreseeable <br /> impact water quality, health, or other future. Consultant estimated time to reach WQGs as 2039. Groundwater plume <br /> beneficial uses;and is stable and decreasing in concentration. <br /> By: JLB Comments:Prior to 1984, one 1,000-gallon gasoline UST was removed at the subject site. TPHg discovered <br /> as a result of routine domestic well monitoring. The domestic well was properly destroyed in 1996.Based on <br /> Date: the limited extent of soil and groundwater pollution remaining on-site, and slowly declining concentrations, <br /> 7/16/2013 commercial land use, and with engineering controls and Level C protection for any future construction, <br /> Regional Board staff concur with San Joaquin County's Closure Recommendation. <br />
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