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ARCHIVED REPORTS_XR0009399
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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SAN JOAQUIN
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2900 - Site Mitigation Program
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PR0505260
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ARCHIVED REPORTS_XR0009399
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Entry Properties
Last modified
4/13/2020 1:15:03 PM
Creation date
4/13/2020 1:10:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009399
RECORD_ID
PR0505260
PE
2950
FACILITY_ID
FA0005154
FACILITY_NAME
FEDERAL BUILDING/US POST OFC
STREET_NUMBER
401
Direction
N
STREET_NAME
SAN JOAQUIN
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13915005
CURRENT_STATUS
01
SITE_LOCATION
401 N SAN JOAQUIN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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I <br /> 61 detection limit It should be noted that sample 134-15' contained a concentration of 12,000 <br /> mg/Kg total petroleum hydrocarbons as diesel (TPHd) which is the greatest concentration <br /> observed to date at the site During the UST removals on July 1995, a concentration of 7,900 <br /> mg/Kg TPHd was reported for an excavation soil sample (North Wall at 14") which contained <br /> 0 008 mg/Kg total xylenes and not detected at or above the method detection limit (ND) of <br />' 0 005 mg/Kg for benzene, toluene and ethylbenzene Also, it should be noted that benzene, <br /> toluene and ethylbenzene have not been previously observed in any of the submitted laboratory <br /> samples to date <br /> On March 12, 1997 CAPE performed an additional round of groundwater sampling at the site <br /> which was observed by the EHD Laboratory analysis of the groundwater sample indicated <br /> ND for all fractions of petroleum hydrocarbons and also for the BTEX compounds An <br /> updated Table 2 - Summary of Analytical Results (Water) is provided as Attachment IV and <br />' the laboratory report with chain of custody documentation is included as Attachment V The <br /> groundwater depth was observed at 31 05 feet below the top of the well casing The <br /> groundwater monitor well sampling and field data sheet is included as Attachment VI <br />' As referenced in the EHD letter, soils oils from the previous investigation were stored on <br /> P P g <br /> site On February 14, 1997, one (1) 55-gallon drum of rinsate water and eleven (11) drums of <br />' soil spoils were removed from the site The drums were transported by Allwaste <br /> Transportation and delivered to Morton Recycling, located in Marscopa California, for <br /> recycling The shipping paper for the drum transportation and disposal is included as <br /> Attachment VII <br />' In subsequent conversations with the EHD, it was mentioned that the waste manifest for UST <br /> rinsate fluids and documentation of excavated soil disposal has not been received by the EHD <br /> Approximately 1,300 gallons of liquid waste was removed from the site USTs and delivered to <br /> I the PRC Patterson facility in Patterson, California In addition, approximately 360 cubic <br /> yards of petroleum hydrocarbon impacted soil was transported to Forward Incorporated, <br /> located in Stockton California Attachment VIII contains the waste manifest for liquids and <br /> the soil transporter weight tickets <br /> In summary, CAPE has performed an additional round of groundwater sampling at the site <br /> Iwhich completes a total of three (3) sampling rounds Laboratory analytical results from this <br /> third round of sampling supports the conclusion that groundwater has not been impacted by a <br /> release of petroleum hydrocarbons from the previously existing USTs Analytical results of <br /> soil samples obtained during the Soil and Groundwater Investigation (November 1996) <br /> indicated that relatively small volumes of soil are impacted with diesel fuel which remains in- <br /> place at two (2) locations The impacted soil is located below the existing building and below <br /> a concrete electrical vault and is beyond the access capabilities of conventional excavation <br /> equipment Lithological information obtained from the Soil and Groundwater Investigation <br /> has indicated that a 3 to 5 foot thick clay barrier is present at a depth of 30 to 35 feet below <br /> i <br /> Ienvlgsa12403c 411rpt-sum doc 2 <br />
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