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COMPLIANCE INFO_CASE 2
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COMPLIANCE INFO_CASE 2
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Last modified
3/3/2020 11:00:08 AM
Creation date
3/3/2020 10:04:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
FileName_PostFix
CASE 2
RECORD_ID
PR0522069
PE
2960
FACILITY_ID
FA0015033
FACILITY_NAME
TAOC TRACY GRAVEL PITS
STREET_NUMBER
26805
Direction
S
STREET_NAME
MACARTHUR
STREET_TYPE
DR
City
TRACY
Zip
95376
APN
24614001
CURRENT_STATUS
01
SITE_LOCATION
26805 S MACARTHUR DR
QC Status
Approved
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EHD - Public
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M. Scott Mansholt - 5 - 11 March 2008 <br /> TAOC Tracy Gravel Pits <br /> approximately 400-feet to the northwest, appears to be located on the Georgia-Pacific <br /> property adjacent to the west. DWR records indicate the well is 75-feet deep and screened at <br /> 40 to 60-feet. We requested that this well be sampled since prior boring GMX-24 located <br /> nearby in the northwest corner of the gravel pits site previously reported 770 pg/L TPHd in <br /> groundwater at that location. <br /> Considering the wells location, depth, and screen interval an additional effort needs to be <br /> conducted to gain access to this well for sampling and testing. However, in lieu of additional <br /> sampling and analysis, if it is determined that recent analytical results are available from <br /> another source, this information may be submitted. <br /> SUMMARY <br /> Downgradient groundwater samples, ND for TPH compounds, indicates the lateral extent of <br /> affected groundwater is limited in extent and has been adequately defined along the northern <br /> property boundary. The results suggest that affected groundwater has not migrated offsite to <br /> the north. <br /> Analysis of samples for general minerals reported total dissolved solids (TDS) exceeded the <br /> water quality objective of 3,000 mg/L in five of the nine groundwater samples (3,000, 3,900, <br /> 5,000, 14,000, and 27,000 mg/L). This data indicates the uppermost shallow groundwater of <br /> the area is impaired for reasons not related to prior site activities. <br /> The data search for wells near the site indicates there are several wells present but none <br /> within the search radius are directly downgradient or upgradient. The majority of the wells had <br /> an adequate sanitary surface seal and/or was of sufficient distance and direction to be <br /> protective of shallow groundwater. Additionally, the downgradient extent of affected <br /> groundwater is limited to onsite and based on the findings appears not to have migrated <br /> offsite. <br /> Soil samples and observations from borings and excavations suggest that petroleum <br /> hydrocarbon compounds have not significantly affected soil within the southwest one-third <br /> portion of the site, south-southwest of the gravel pits; additional investigations are not needed <br /> for this part of the site. <br /> Elevated TPH concentrations in soil ar:d visual observations were found primarily on the north- <br /> northeast portion of the site from the gravel excavation north to the property boundary. <br /> Affected soil occurs in distinct thin layers at specific depths generally in the upper 11-feet. The <br /> vertical extent of affected soil at approximately 11-feet and coincides with prior investigations. <br /> Soil samples obtained from beneath the distinct asphaltic layers are ND for TPH compounds; <br /> below these layers affected soil was not observed. <br /> Hard, nodular asphaltic material to 6-inches diameter brea identified on the surface and in the <br /> upper few feet, appears to be residual TPH material derived from tank bottoms/crude oil <br /> deposited in the former shallow sumps/ponds. This material has weathered and dried out and <br /> was likely exposed on the surface/near surface by weed control tilling activities. <br />
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