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ARCHIVED REPORTS XR0011193
EnvironmentalHealth
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DR MARTIN LUTHER KING JR
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701
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3500 - Local Oversight Program
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PR0544217
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ARCHIVED REPORTS XR0011193
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Last modified
3/5/2019 12:19:04 AM
Creation date
3/4/2019 4:40:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011193
RECORD_ID
PR0544217
PE
3526
FACILITY_ID
FA0002512
FACILITY_NAME
GSG GAS & MART
STREET_NUMBER
701
Direction
E
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
14734311
CURRENT_STATUS
02
SITE_LOCATION
701 E DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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' 12 January 2005 <br /> AGE-NC Project No 97-0326 <br />' Page 1 I of 11 <br /> • The vertical extent of ground water contamination may be influenced by downward, vertical <br /> ground-water flow between HU1 and HU2, HU2 and HU4, and HU4 and HU6 <br /> • The vertical extent, and possibly the lateral extent towards the east, of petroleum <br />' hydrocarbon-impacted soil have been defined, the lateral and vertical extent of petroleum <br /> hydrocarbon-impacted ground water have not been defined <br /> 5.0. RECOMMENDATIONS <br />' Based on the findings of this investigation, AGE recommends continuation of the quarterly ground <br /> water monitoring program The next monitoring event was performed in June 2004 <br />' To date, AGE has installed three of the eight monitoring wells proposed in the AGE-prepared <br /> Additional Monitoring Wells Work Plan,dated 26 July 2002,these three were on-site wells Off-site <br />' monitoring wells will be installed pending resolution of permitting and bond issues <br /> 6.0. 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 of the geologic/hydrogeologic <br /> conditions at the site for the purpose of this investigation was made from a limited number of <br /> available data points(e g ,soil and ground water samples)and subsurface conditions may vary away <br /> from these data points No other warranty, expressed or implied, is made as to the professional <br /> interpretations, opinions and recommendations contained in this report <br />' 7.0. REFERENCES <br /> Maxey, G B , 1964,Hydrostratigraphic units Journal of Hydrology, v 2, pp 124-129 <br />' Robertson,P K , Campanella, R G ,Gillespie,D and Greig,J , 1986, Use ofplezometer cone data <br /> Proceedings of the ASCE Specialty Conference in Situ 86, Use of In Situ Tests in <br />' Geotechnical Engineering, Blacksburg, p 1263-1280 <br /> Sanders, L L , 1998,A manual offaeld hydrogeology, Prentice-Hall, Inc , New Jersey, 381 p <br />' Advanced GeoEnvironmental,Inc <br />
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