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ARCHIVED REPORTS_XR0008350
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0522786
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ARCHIVED REPORTS_XR0008350
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Last modified
6/30/2020 3:02:08 PM
Creation date
6/30/2020 1:59:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008350
RECORD_ID
PR0522786
PE
2950
FACILITY_ID
FA0015536
FACILITY_NAME
ARROYOS SMOG SHOP
STREET_NUMBER
3012
Direction
E
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
14313024
CURRENT_STATUS
01
SITE_LOCATION
3012 E WATERLOO RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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From 15 to 30 feet below surface grade (bsg) is characterized by an orange brown silt with little <br /> or no plasticity and low consistency From 35 to 40 feet bsg is characterized by an orange brown <br />' clayey silt and an olive brown silt at 45 feet bsg <br /> PREVIOUS INVESTIGATIONS <br />' According to records on file with the San Joaquin County Environmental Health Department <br /> (SJCEHD), four underground storage tanks (USTs) were formerly located on the property Three <br /> Iof the USTs were located in a common excavation, west of the on-site building, a fourth UST, <br /> presumably used for waste oil, was located south (behind)the on-site building <br /> IIn 1998, the four USTs were removed by Paydirt Excavation The USTs had been out of <br /> commission and empty at the time of removal Soil samples were collected from the UST <br /> excavation, former piping areas and dispenser island area Petroleum hydrocarbons were not <br /> detected in soil samples collected at the time of removal <br /> I On 19 July 2004, three soil probe borings (B 1 though 133)were advanced at the site utilizing a <br /> van-mounted Geoprobe 5400 direct-push probing unit equipped with 1 125-inch probing rods <br /> Boring B1 was advanced in the former tank pit to a depth of approximately 30 feet bsg at which <br /> point probe advancement ceased due to subsurface refusal as the result of pea gravel falling into <br /> the boring from the overlying tank pit Boring B2 was advanced as a continuation of B 1, located <br /> 10 feet north of BI dust outside the tank pit Samples were collected in boring B2 starting at 35 <br /> feet bsg to a total depth of 45 feet bsg Boring B3 was advanced in the former dispenser location <br /> to a total depth of 20 feet bsg Soil boring locations are depicted on Figure 2 <br /> Samples were collected from the borings at discrete five-foot intervals using a 1 125" Geoprobe <br /> soil sampling assembly loaded with four six-inch brass sleeves A total of five soil samples were <br /> analyzed for petroleum hydrocarbon products The following target analytes were detected <br /> • TPH-g was detected in soil samples collected from borings B 1 and B2 at a maximum <br /> I concentration of 500 milligrams per kilogram (mg/kg) in boring B1 at 25 feet bsg <br /> • Toluene, ethylbenzene and xylenes were detected in borings B1 and B2 at maximum <br /> concentrations of 0 017 mg/kg toluene (B2-45), 0 017 mg/kg ethylbenzene (B2-45) and <br /> 6 3 mg/kg xylenes (B2-35) <br /> • EDB was detected in one soil sample at a concentration of 0 045 mg/kg (B2-35) <br /> INo other target analytes were detected at or above laboratory detection limits in any of the <br /> samples analyzed <br /> I On 20 and 21 Jul 2005 3 soil bona s were advanced to approximately 70 feet for installation of <br /> Y � g PP Y <br /> ground water monitoring wells Monitoring wells MW-1, MW-2 and MW-3 were installed to 70 <br /> feet bsg and screened 50 to 70 feet bsg <br /> Quarterly ground water monitoring commenced on 05 August 2005 <br /> I <br />
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