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SITE INFORMATION AND CORRESPONDENCE_CASE 1
Environmental Health - Public
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SITE INFORMATION AND CORRESPONDENCE_CASE 1
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Last modified
12/19/2019 2:04:24 PM
Creation date
12/19/2019 2:01:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
CASE 1
RECORD_ID
PR0545105
PE
3528
FACILITY_ID
FA0003965
FACILITY_NAME
PG&E
STREET_NUMBER
4040
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11702001
CURRENT_STATUS
02
SITE_LOCATION
4040 WEST LN
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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TABLE ' - CHECKLIST OF REQUIRED DP-'\ <br /> FOR NO FURTHER AW17ION REQUESTS AT UNDERGRO"�JD TANK SITES <br /> Site Name and Location: PG&E Stockton Service Center,4040 West Lane, Stockton, San Joaquin County <br /> 0 1. Distance to production wells for municipal, domestic, agriculture, Based on the limited contamination identified in soll, a <br /> industry and other uses within 2000 feet of the site; receptor survey was not required. <br /> 2. Site maps, to scale, of area impacted showing locations of former and existing tank systems, Piping and soil removal in <br /> Yaexcavation contours and sample locations, boring and monitoring well elevation contours, December 2000. site maps <br /> gradients, and nearby surface waters, buildings, streets, and subsurface utilities; are provided. <br /> 3. Figures depicting lithology(cross section), treatment system diagrams; Soil was excavated to a maximum depth of 7 <br /> feet. No additional treatment was warranted. <br /> PTI <br /> 4. Stockpiled soil remaining on-site or off-site disposal(quantity); Approximately 245 cubic yards of excavated soil and <br /> pea gravel was disposed at Forward Landfill. <br /> N <br /> 5. Monitoring wells remaining on-site, fate; Contamination was limited to sell. Monitoring wells were not required. <br /> FN 1 6. Tabulated results of all groundwater elevations and depths to water,• Groundwater was not encountered during the soil <br /> investigation. Depth to water is estimated at 40 feet <br /> 7. Tabulated results of all sampling and analyses: Maximum concentrations of soil samples after excavation activities <br /> show TPHg at 1.6 mg/kg and TPHd at 77 mg/kg. BTEX and MtBE were <br /> Detection limits for confirmation sampling non-defect at X0.005 mg/kg. Lead analysis was not required. <br /> Lead analyses <br /> 8. Concentration contours of contaminants found and those remaining in soil The lateral extent of soil contamination was <br /> and groundwater, and both on-site and off-site: excavated and removed. The vertical extent <br /> Lateral and Vertical extent of soil contamination of soil contamination was identified to 7 feet. <br /> Lateral and 19 Vertical extent of groundwater contamination Groundwater was not encountered at a total <br /> 19 depth of 7 feet. <br /> 9. Zone of influence calculated and assumptions used for subsurface A remediation system was not required at <br /> Qremediation system and the zone of capture attained for the soil and this site. Contaminated soils were <br /> groundwater remediation system; excavated and disposed off-site. <br /> 0 10.Reports/information 0 Unauthorized Release Form F1 QMRs <br /> El Boring logs N❑ PAR Iq FRP Iq Other(Site Assessment Report) <br /> 11.Best Available Technology(BAT)used or an explanation for not using BAT; Excavate contaminated soils, and dispose <br /> Off-site. <br /> FTI 12.Reasons why background was/is Minor contamination remains in on-site soils. Further excavation or <br /> unattainable using BAT; remediation is not cost effective. The remaining concentrations do not present <br /> a significant threat to water quality. <br /> 13.Mass balance calculation of substance <br /> treated versus that remaining, Based on the limited contamination identified in soil, a mass balance was not <br /> required. <br /> EiTJ14.Assumptions,parameters, calculations and model used in risk Based on the limited contamination identified in soil,a <br /> assessments, and fate and transport modeling; risk assessment was not required. <br /> FE 15. Rationale why conditions remaining at site will not adversely Contamination is limited to soil below the former <br /> impact water qualify, health, or other beneficial uses;and dispensers. Contamination will naturally attenuate. <br /> By: Comments: The site is an active PG&E refueling facility. Dispenser piping was removed in December 2000, and soil <br /> contamination was identified in soil samples collected at 3 feet. Approximately 245 cubic yards of soil and pea gravel was <br /> excavated to remove contaminated soil down to a total depth of 7 feet. Soil samples collected following excavation <br /> activities only showed TPHg and TPHd at 1.6 mg/kg and 77 mg/kg, respectively. Groundwater was not encountered at <br /> Date: 7 feet, and a groundwater investigation was not required. The depth to groundwater is estimated at 40 feet. The site has <br /> been covered with asphalt and concrete that should limit infiltration and leaching of contaminants. Based on the limited <br /> contamination identified in soil and the reported depth to groundwater, Board staff concur with San Joaquin County's <br /> closure recommendation. <br />
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