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3500 - Local Oversight Program
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PR0545694
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Last modified
5/27/2020 12:17:24 PM
Creation date
5/27/2020 12:12:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE HISTORY
RECORD_ID
PR0545694
PE
3528
FACILITY_ID
FA0004511
FACILITY_NAME
AUTOMEISTER
STREET_NUMBER
1514
Direction
E
STREET_NAME
SCOTTS
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
15507001
CURRENT_STATUS
02
SITE_LOCATION
1514 E SCOTTS AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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UN 29 '94 03:30 MOAUDIT 007 P09 <br /> TABLE 1 <br /> A Jydcal R=Ilt9 of Soil SMplea <br /> L10tw Bladen <br /> y1r <br /> MOAT <br /> Same 77K as TPH es F.thyl- <br /> a ID Gasoline Diesel &n2ene Toiueue b==e Xylenes <br /> B1-15 ND ND ND ND ND ND <br /> 1 WI-9 MD ND ND ND ND ND <br /> is <br /> E S1-11 1.1 ND ND ND ND M <br /> a SP-1,2 NM NIS STD ND ND 0.029 <br /> 0 <br /> 5.0 CONCLUSIONS &Z GROONDAT IONS <br /> 9.1 Hydrocarbon Tlmmp=tod SoR <br /> Soil samples collected from the excavation indicate that a very low concentr;mdon of gasoline <br /> (1.1 ppm) remains along the southern sidewall of the excavation at a depth of 11 fleet. No <br /> petroleum hydrocarbons were detected in the sample from the floor of the excavation (15 <br /> 9=9- <br /> Safi was wxavated to within two fleet of the southern, property line at the site. Additional <br /> excavation in this area is not feasible. Furthermore, since groundwater depth is estimated <br /> at Sil feet at the site, it is unlikely that the remaining soil along_ the southern property line <br /> poses a threat to groundwater. <br /> 5.2 Stplled Soil <br /> We recommend that time stockpiled soil be used to bacIM the excavation. The excavation <br /> hhould be baclMed and compacted according to Sana Joaquin County guidelines. <br /> Very low concentrations of xylenes were detected in the stockpiled soil. Since depth to <br /> groundwater is in excess of 40 feet below the floor of the excavation, it is unaeJz y that the <br /> d' <br /> impacted soil would have any adverse impact on groundwater quality. <br /> r3 Slu CCOMM <br /> p After the excavation has been properly backfilled, we recommend that the site be certified <br /> for Closure. <br /> d <br /> r-dwcs <br /> ri <br /> a <br />
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