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ARCHIVED REPORTS_XR0009654
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0542235
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ARCHIVED REPORTS_XR0009654
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Last modified
5/4/2020 3:18:49 PM
Creation date
5/4/2020 2:51:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009654
RECORD_ID
PR0542235
PE
2960
FACILITY_ID
FA0024262
FACILITY_NAME
CANEPA CAR WASH
STREET_NUMBER
248
Direction
E
STREET_NAME
PARK
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13906035
CURRENT_STATUS
01
SITE_LOCATION
248 E PARK ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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I <br /> Canepa Is Car Wash <br /> 248 E Park Street, Stockton, Ca4fomia January 14, 1994 <br />' Interim Status Report on Phase II Investigation Page: 5 <br /> The samples were analyzed or extracted within 14 days according to their EPA methods <br /> Water samples collected for analysis were analyzed by EPA method 602 for BTX&E <br /> compounds, method 5030/modified 8015 for gasoline range hydrocarbons, and method 3510 <br /> for diesel range hydrocarbons The minimum detection limits used for each analyte were 0 5 <br /> ug/kg for BTX&E, 0.5 mg/l for gasoline, and 0 05 mg/kg for diesel. Analyses were <br /> conducted by Geo-Momtor of Hesperia, California, a State certified laboratory <br /> 4.0 Soil Conditions <br /> This site, at 248 E Park Street, Stockton, California, is located in the northern end of California's Sari <br /> Joaquin Valley This area is inonotonous geologically, representing primarily, the alluvial flood and <br /> delta plains of the major rivers and tributaries of the region The region persisted as a lowland or <br /> I shallow marine embayment during the entue Cenozoic period The surface of the Valley is composed <br /> of unconsolidated Quaternary sediments <br /> The Soil Survey completed in 1988 by the U. S Department of Agriculture, Soil Conservation <br /> Service, generally classify the soil types as being Jacktone, Hollenbeck or Stockton types Generally, <br /> these soils are somewhat poorly to moderately well-drained, fine texture soils that are moderately deep <br /> lto deep, down to a cemented hardpan <br /> The hthologic units encountered in these bonngs were interbedded :norgaruc mucaceous clayey silts <br /> and silty clays with numerous sands and silty, clayey sands of varying thicknesses Thus is typical of <br /> the valley fill deposits in the region <br /> tAnalysis of soil samples show B-1, 2 &5 to have the highest levels of contanunation, while & 3 & 6 <br /> and MW-1 &2 had significantly lower levels Boring B-3 and MW-3 are approching the lateral hrruts <br /> of contamination B-4 was the only boring that analyzed non-detect for all tested compounds and is at <br /> I the west edge of the plume (Table 1) <br /> I5.0 Groundwater Conditions <br /> California and Federal Governments have mandated that virtually all groundwater is beneficial for <br /> current or future use, unless it can be demonstrated that no beneficial use is known <br /> This aquifer is considered to be of beneficial use and as a result, must be protected from <br /> I contamination Those identified uses include agriculture and industrial, as well as potential use for <br /> animal or human consumption. <br /> The present water table was encountered between 50 and 52 feet below ground level un the borings <br /> Water level data during well development and sampling show the depth to water between 46 and 48 <br /> feet below ground level (Table 4) The analyses from the December 14, 1993 sampling event show <br /> BTEX and Gasoline contamination in MW-1, 2 and 3 (Table.), Appendix B) <br />
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