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ARCHIVED REPORTS XR0005572
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0541478
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ARCHIVED REPORTS XR0005572
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Last modified
8/19/2020 3:25:40 AM
Creation date
10/10/2018 11:24:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS XR0005572
FileName_PostFix
XR0005572
RECORD_ID
PR0541478
PE
2950
FACILITY_ID
FA0023778
FACILITY_NAME
CHEVRON STATION #210997
STREET_NUMBER
1442
Direction
W
STREET_NAME
COLONY
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
26102028
CURRENT_STATUS
01
SITE_LOCATION
1442 W COLONY RD
P_LOCATION
05
P_DISTRICT
004
QC Status
Approved
Scanner
TMorelli
Tags
EHD - Public
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• Vertically, the highest concentrations of petroleum hydrocarbons in subsurface soil were detected <br /> within the zone of groundwater fluctuation (i e , capillary fringe) The greatest concentration of <br /> TPH-as-diesel (8,800 mg/kg) was detected in SB-7 at a depth of 15 feet bgs The soil sample <br /> collected at the maximum drilling depth of 20 feet bgs from SB-7 contained 460 mg/kg of TPH-as- <br /> diesel As such, the vertical extent of impacted sod is undefined in the vicinity of the former UST <br /> Based on the results of this investigation, Wright Environmental recommends the following course <br /> of corrective action <br /> 1 Further define the lateral extent of impacted sod and groundwater to the north of the former <br /> UST (within the State Highway 99 right-of-way), the lateral extent of impacted groundwater to <br /> the east of MW-1, and the vertical extent of impacted soil beneath the former UST These <br /> objectives could be achieved in one field day using a Geoprobe® direct-push drilling rig <br /> Within the shoulder area of the highway nght-of-way, at least three sod borings should be <br /> advanced for soil and groundwater-grab sampling One of these borings should be angled to <br /> the north under the highway A groundwater grab sample should be collected on-site east of <br /> MWA to define the lateral extent of impacted groundwater in that direction One additional <br /> soil boring should be advanced at the former UST location to define the vertical extent of <br /> impacted sod at that location <br /> • 2 Excavate the heavily impacted sod under and in proximity to the former UST The excavation <br /> limits should depend on field observation and screening Based on the soil sample data <br /> collected to date, the excavation limits should extent approximately 20 to 30 feet from the <br /> former UST in all directions to a depth of between 15 and 20 feet bgs This remedial effort <br /> would substantially removed the source of continuing impact to groundwater Residual <br /> petroleum hydrocarbons left in the sod would likely biodegrade passively over time <br /> 3 Monitor the concentration and stability of the groundwater contaminant plume Each of the <br /> groundwater monitoring wells should be monitored and sampled on a quarterly basis for at <br /> least one, one-year hydrologic cycle Groundwater samples should be analyzed for TPH-as• <br /> diesel, TPH-as-gasoline, BTEX and MTBE by Modified EPA Methods 8015 and 8020 <br /> Quarterly groundwater monitoring reports should be prepared and submitted to PHS/EHD and <br /> the Central Valley Regional Water Quality Control Board <br /> 4 Model the future fate and transport characteristics of the residual petroleum hydrocarbons to <br /> assess the risk to human health and the environment Based on the risk assessment, submit <br /> a request for regulatory closure or a plan for additional environmental corrective action <br /> 11 <br />
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