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ARCHIVED REPORTS_XR0008822
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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26 (STATE ROUTE 26)
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8203
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3500 - Local Oversight Program
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PR0545707
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ARCHIVED REPORTS_XR0008822
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Last modified
11/20/2024 8:48:28 AM
Creation date
5/13/2020 4:03:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008822
RECORD_ID
PR0545707
PE
3528
FACILITY_ID
FA0003591
FACILITY_NAME
JOHN M RISHWAIN
STREET_NUMBER
8203
Direction
E
STREET_NAME
STATE ROUTE 26
City
STOCKTON
Zip
95215-9536
APN
10114021
CURRENT_STATUS
02
SITE_LOCATION
8203 E HWY 26
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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07 March 2002 <br /> AGE-NC Project No 99-0645 <br /> Page 9 of 9 <br />' • Petroleum hydrocarbons were detected in the soil sample analyzed from the boring advanced <br /> within the former UST excavation and advanced west of the former UST,under the building <br /> on the site The higher concentrations of TPH detected were limited to soil samples collected <br /> above 20 feet bsg <br /> • The highest concentrations of MTBE were detected with in a 45 foot thick interval,generally <br /> occurring between 15 feet and 60 feet The vertical extent of the MTBE-Impacted soil was <br />' limited to less than 70 feet bsg <br /> • MTBE was detected In one of the three water samples collected However,this concentration <br /> does not exceeds the State of California, Department of Health Services maximum <br /> contaminant level for MTBE In drinking water <br /> 6.0. RECOMMENDATION <br /> Based on the findings of the environmental activities recounted in this report, AGE recommends <br /> Initiation of quarterly ground water monitoring program at the site, and <br /> • Preparation of a work plan for a vapor extraction feasibility study to remediate the vadose <br /> zone at the site <br /> 7.0. LIMITATIONS <br /> Our professional services were performed using that degree of care and skill ordinarily exercised by <br /> environmental consultants practicing In this or similar localities The findings were based upon <br /> analytical results provided by an Independent laboratory Evaluation ofthe hydrogeologic conditions <br /> at the site for the purpose of this Investigation was made from a limited number of available data <br /> points (soil and ground water samples) and subsurface conditions may vary away from these data <br /> points No other warranty, expressed or Implied, is made as to the professional interpretations, <br />' opinions and recommendations contained in this report <br /> Advanced GeoEnvironmental,Inc <br /> 1 <br />
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