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SITE INFORMATION AND CORRESPONDENCE
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PR0544463
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
11/19/2024 10:19:50 AM
Creation date
5/16/2019 8:42:58 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0544463
PE
3528
FACILITY_ID
FA0003214
FACILITY_NAME
EASTGATE BUSINESS PARK*
STREET_NUMBER
757
Direction
E
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95378
APN
25026001
CURRENT_STATUS
02
SITE_LOCATION
757 E ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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i <br /> ABLE 1 -CHECKLIST OF REQUIRED DATA <br /> FOR NO FURTHER ACTION REQUESTS AT UNDERGROUND TANK SITES <br /> Site Name and Location: Heinz of North America, 757 E. Eleventh St., Tracy, San Joaquin County(R8#39037 4) <br /> Y 1. Distance to production wells for municipal, domestic, A 2011 sensitive receptor survey reported no wafer <br /> a riculture, indust and other uses within 2000 feet of the site. <br /> supply wells are located within,2,000'of the Site. <br /> Y 2. Site maps, to scale, of area impacted showing locations of any former and in 2/98, one 500-gallon gasoline and one <br /> existing tank systems, excavation contours and sample locations, boring 3,000-gallon gasoline USTs were removed. <br /> and monitoring'well elevation contours, gradients, and nearby surface <br /> waters, buildings, streets, and subsurface utilities; <br /> Y1 3. Figures depicting lithology(cross Site lithology consists of clay,silt,and sand to 40', the total depth investigated. <br /> section), treatments stem diagrams; <br /> Y 4. Stockpiled soil remaining on-site Approximately 353 tons of excavated soil was transported to Forward Landfill in <br /> or off-site disposal uantit • Manteca. <br /> Y 5. Monitoring wells Eight(8)remaining monitoring wells(MW-1 through MW-8) will be properly destroyed prior to <br /> l <br /> remainingon-site, fate; cosure. <br /> to 10's b s. Groundwater flow <br /> 6. Tabulated results of all groundwater Depth to groundwater varied from 4'b g g <br /> direction was towards the northeast. Groundwater gradient was not <br /> elevations and depths to wafer calculated by consultant. <br /> rt _ 7. Tabulated results of all sampkng� All data adequately tabularized in various reports. . <br /> and analyses: .- . - -- <br /> t <br /> EVIDetection limits for confirmation <br /> sampling <br /> Lead analyses <br /> B. Concentration contours of contaminants found and those remaining in The extent of the identified contamination is <br /> soil and groundwater, and both on-site and oft-site: described in the available reports. <br /> Lateral and Y❑Vertical extent of soil contamination <br /> Lateral and F1 Vertical extent of groundwater contamination <br /> 9. Zone of influence calculated and assumptions used for subsurface The engineered remediation was ORC <br /> remediation system and the zone of capture attained for the soil and injections(in-situ chemical oxidation). <br /> groundwater remediation system; - <br />'r 10.Reports/information El Unauthorized Release Form ❑Y QMRs (24)5-98 to 12110 <br /> 0 Well and boring logs 0 PAR H FRP ❑Y Other Closure Report, 12/11; <br /> Closure Report Addendum 1/13 <br /> Y 111.Best Available Technology(BAT) used or an explanation USTs removal, ORC injections, over-excavation,and <br /> for not using BAT; I natural attenuation. <br /> Y 12. Reasons why background wasrs Residual soil and groundwater contamination remains. <br /> ttainable using BAT," <br /> �y_i3JVlass_6alance_calculation"of_substance Over-excavation removed approximately 1,155.1 lbs. TPN from soil. <br /> treated versus that remaining; Cdns"ultant estimated friitia!mass"X—grgrdundwateras 3534bs—df"TPH:and--� - <br /> residual mass in groundwater as 10.8 lbs. of TPN. <br /> - Y 14. Assumptions, parameters, Groundwater and soil passed the Region 2 ESLs for soil vapor intrusion,and <br /> calculations and model used in risk soil met SWRCB LTCP for vapor intrusion for commercial use. Soil failed <br /> assessments, and fate and transport LTCP for direct contact for benzene(39 mg/kg)and ethylbenzene(250 mg/kg) <br /> modeling; at 5-6'bgs in tank pit. Site is a large warehouse facility with USTs outside of <br /> loading dock. Consultant states site does not represent a significant risk.Has <br /> SWRCB UST CUF recommendation for closure. <br /> Y 15. Rationale why conditions remaining at Soil and groundwater contamination reportedly are limited in extent. Land use <br /> site will not adversely impact water quality, (commercial)is not expected to change in the foreseeable future. Consultant <br /> health, or other beneficial uses;and estimated WQGs will be reached by 2015. Groundwater plume is stable and <br /> declining. <br /> By: JLB , Comments:In 2/98, one 500-gallon gasoline and one 3,000-gallon gasoline USTs were removed of the <br /> subject site.Residual soil and groundwater contamination remains. Based upon the limited extent of <br /> Date: contamination reported in soil and groundwater, a stable and declining concentration plume, no foreseeable <br /> 5/14/2013 changes in future land use(commercial),and minimal risks from groundwater and soil vapor and limited risk <br /> from soil, Regional Board staff concur with San Joaquin County's Closure Recommendation. <br /> i <br />
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