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SITE INFORMATION AND CORRESPONDENCE
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2900 - Site Mitigation Program
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PR0521765
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/6/2019 4:50:07 PM
Creation date
5/6/2019 4:24:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0521765
PE
2950
FACILITY_ID
FA0014781
FACILITY_NAME
CARANDO MACHINE WORKS
STREET_NUMBER
420
STREET_NAME
MADISON
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
01
SITE_LOCATION
420 N MADISON ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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r - <br /> TABLE 1 -CHECKLIST OF REQUIRED'137(TA <br /> FOR NO FURTHER ACTION REQUESTS AT UNDERGROUND TANK SITES <br /> Site Name and Location: Carando Machine Works,420 N.Madison St.Stockton,San Joaquin County(RB#391149) <br /> Y 1 1. Distance to production wells for municipal,domestic, I A 2012 sensitive receptor survey reported no water <br /> agriculture, industry and other uses within 2000 feet of the site. Isupply wells within 2,000'of the Site. <br /> Y 2. Site maps, to scale, of area impacted showing In 4-04, two 500-gallon gasoline and one 350-gallon diesel USTs <br /> locations of any former and existing tank systems, were discovered in a sidewalk during redevelopment. Site maps and <br /> excavation contours and sample locations, boring figures showing tank locations,area of excavations,buildings and <br /> and monitoring well elevation contours, gradients, residual pollutants were provided in investigation reports. Site was a <br /> and nearby surface waters, buildings, streets, and service station in the 1950's and 1960's. <br /> subsurface utilities, <br /> Y 3. Figures depicting lithology(cross section), Site lithology consists of clay,silt,and sand to 60', the total depth <br /> treatment system diagrams,- I investigated.All figures were provided in the investigation reports. <br /> Y 4. Stockpiled soil remaining on- Approximately 860 cubic yards of excavated soil was transported to Forward Landfill in <br /> site or off-site disposal (quantity); Manteca and to Altamont Landfill in Livermore. No estimates were given for mass <br /> removed in soil over-excavation. <br /> Y 5. Monitoring wells No monitoring wells were installed at this site. <br /> remaining on-site, fate; <br /> YJ 6. Tabulated results of all Depth to groundwater varied from 12'bgs to 29'bgs. Groundwater now direction to <br /> groundwater elevations and depths to northeast. Groundwater gradient varied from 0.001 ft/ft to 0.009 ft/ft. <br /> water,- <br /> 7. Tabulated results of all sampling All data adequately tabularized in various reports. <br /> and analyses: <br /> Y❑ Detection limits for confirmation <br /> sampling <br /> 10 Lead analyses <br /> 8. 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 off-site: described in the available reports. <br /> Y❑Lateral and i Vertical extent of soil contamination <br /> Lateral and FlVertical extent of groundwater contamination <br /> 9. Zone of influence calculated and assumptions used for subsurface Soil over-excavation was the engineered <br /> remediation system and the zone of capture attained for the soil and remediation. <br /> groundwater remediation system; <br /> 10.Reports/information EY Unauthorized Release Form ❑Y QMRs(21)8-97 to 8-03 <br /> FY] Well and boring logs ❑Y PAR FRP ❑Y Other Remediation Completion Report,8/05 <br /> Re uest for Low-Threat Case Closure,6/13 <br /> Y 111.Best Available Technology(BAT)used or an explanation USTs removal,soil excavation,spreading ORC,and natural <br /> for not using BAT; I degradation. <br /> Y 12. Reasons why background wasfis unattainable Due to rise in groundwater table there is a significant smear zone of <br /> U <br /> BAT,' residual soil contamination to at least 10 feet below the water table.. <br /> N 13.Mass balance calculation of substance treated Consultants did not estimate initial mass or mass removed. <br /> versus that remaining,* <br /> 77 14. Assumptions,parameters, calculations and A soil vapor survey was not required by the regulatory agency. Soil <br /> 7 <br /> model used in risk assessments, and fate and was over-excavated to 25'bgs, which is below typical worker exposure <br /> transport modeling, depths. Site has been redeveloped as a sports complex. Consultant <br /> states site does not represent a significant risk. Site meets the Low <br /> Threat Closure Policy. <br /> 7Y 15. Rationale why conditions remaining at site will Soil and groundwater contamination reportedly are limited in extent. <br /> not adversely impact water quality, health, or other Land use(commercial)is not expected to change in the foreseeable <br /> beneficial uses,and future. <br /> By: JLB Comments:In 4-04, two 500-gallon gasoline and one 350-gallon diesel USTs were removed from the subject <br /> site.Limited residual soil contamination remains under newly built sports complex.No foreseeable changes <br /> Date: in future land use(commercial).Regional Board staff concur with San Joaquin County's Closure <br /> 6/20/2014 Recommendation. <br />
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