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ARCHIVED REPORTS_XR0005730
EnvironmentalHealth
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99 (STATE ROUTE 99)
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2900 - Site Mitigation Program
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PR0515353
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ARCHIVED REPORTS_XR0005730
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Last modified
11/19/2024 1:50:32 PM
Creation date
4/1/2020 2:29:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005730
RECORD_ID
PR0515353
PE
2950
FACILITY_ID
FA0012099
FACILITY_NAME
ARCO STATION #595
STREET_NUMBER
6100
Direction
N
STREET_NAME
STATE ROUTE 99
City
STOCKTON
Zip
95209
CURRENT_STATUS
01
SITE_LOCATION
6100 N HWY 99
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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S E C O !R <br /> ARCO 595 <br /> May 5, 2004 <br /> • Page 5 <br /> Graphs of TPHg, benzene, MtBE, and 1,2-DCA concentrations vs time are Included In Attachment 5 <br /> r, <br /> Y <br /> CONCLUSIONS <br /> This Site Conceptual Model was meant to summarize site activities and provide a guide for future f <br /> assessment and remediation Figure 11 presents a graphical interpretation of the general conceptual <br /> site model The following conclusions result from the above collection of data <br /> • Petroleum hydrocarbons detected in soil and groundwater during the removal of product lines W <br /> and dispensers in 1999 and subsequent site investigation resulted from operations of <br /> gasoline USTs and associated piping and dispenser at the site The majority of <br /> hydrocarbons in soil are in the area of the dispensers and product lines at depth of 3 to 7 feet <br /> bgs <br /> • Well survey's for the site indicate the presents of 8 wells within Y2- mile of the site including <br /> onsite well (WSW) and the domestic well at Wlenerschnitzel (70 downgradient of the site) <br /> Wienerschnitzel well DW-1 is currently being treated for 1,2-DCA impacts <br /> • Monitoring and sampling performed at the site since 2000 Indicates the presence of TPHg, <br /> benzene, MtBE, 1,2-DCA dissolved In groundwater beneath the site The extent of Al <br /> petroleum hydrocarbons in groundwater cross and downgradient of the site are defined in the— h ort o <br /> shallow zone The lateral extent of MtBE and 1,2-DCA in the deep zone Is not currently �xs <br /> delineated ,Ir <br /> Exposure to contaminants associated with petroleum hydrocarbons adsorbed to soil and dissolved In 4 <br /> groundwater at the site is depicted in Figure 11 Potential exposure medium include the following <br /> • groundwater, soil, and air Groundwater is encountered at the site through use of domestic wells at <br /> the ARCO station and Weinerschnitzel, during monitoring well gauging and sampling, and well <br /> installation Soil is typically only encountered during well installation or onsite excavation Despite the <br /> presence of asphalt at the site, air (ambient) may be encountered via cracks in the asphalt surfaces <br /> should the site be redeveloped Figure 12 presents an exposure pathway model, depicting sources <br /> responsible for potential exposure and potential pathways of exposure <br /> Based on the above information the site should, 1) continue to be sampled on a quarterly basis to <br /> confirm groundwater concentrations and to verify plume stability, 2) additional deep monitoring wells <br /> (total depth 100 feet) should be installed to complete the delineation of MtBE and 1,2-DCA to MCLs, <br /> 3) two additional shallow groundwater wells should be installed to replace source area wells MW-2 r <br /> and MW-4, and 4) one monitoring well should be Installed adjacent to well MW-4 to an approximate <br /> depth of 150 feet bgs to complete vertical delineation at the site Additional delineation to the'westof E,,,7 <br /> well VIW-1 does not appear warranted because no receptors within 2000 of the site were noted to the ' n� <br /> fes ? west and no potential upgradeint source has been noted <br /> Additionally, historical review of the property north of ARCO 595 will be completed to determine If <br /> minor concentrations detected in wells MW-5 and MW-8 are related to the site being closed with <br /> residual contamination " <br /> The information contained in this report represents SECOR's professional opinions, and Is based in <br /> part on information supplied by the client These opinions are based on currently available <br /> information, and are arrived at in accordance with currently accepted hydrogeologic and engineering <br /> practices at this time and location <br /> S <br /> H4t <br /> 11ARCOX05951Reports\Site Conceptual Model doe <br /> h <br /> aM <br />
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