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ARCHIVED REPORTS XR0001618
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544513
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ARCHIVED REPORTS XR0001618
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Last modified
6/14/2019 1:12:15 PM
Creation date
6/14/2019 10:42:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001618
RECORD_ID
PR0544513
PE
3528
FACILITY_ID
FA0024115
FACILITY_NAME
WEST CLAY PROPERTY
STREET_NUMBER
639
Direction
W
STREET_NAME
CLAY
STREET_TYPE
ST
City
STOCKTON
Zip
95209
APN
14707110
CURRENT_STATUS
02
SITE_LOCATION
639 W CLAY ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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L <br /> 1 <br /> 1 1 <br /> 29 August 2001 ' <br /> i AGE-NC Project No 96-0235 <br /> I y Page 5,of 5 <br /> 1 <br /> • Ground water flow in the area of the former UST cluster was generally toward the east- <br /> southeast in the lower monitored interval and toward the east-northeast In the upper interval <br /> 5.0. RECOMMENDATIONS <br />' Based on the findings of the environmental activities recounted In this report, AGE recommends <br /> • Completion of the scope of work proposed in PHS-EHD-approved Feasibility Pilot Tests <br />' Work Plan,dated 31 January 2000,prepared by AGE Work to be completed Includes 8-hour ` <br /> aquifer pumping tests to be performed at the former UST cluster area and the,former UST a <br /> No 3 location ; <br /> • Preparation of a work plan addendum for additional assessment of loll and ground water at <br /> the former UST cluster location to define the vertical and lateral extent of hydrocarbon <br />' 1 contamination <br /> • Continued quarterly ground water monitoring The next quarterly monitoring event should <br /> Ilabe scheduled for August 2001 <br /> - r <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 ofthe hydrogeologlc conditions <br /> at the site for the purpose of this investigation was made from a limited number of available <br /> subsurface data points (1'e' ground water samples from ground water monitoring wells) and <br /> subsurface conditions may vary away from these data points No other warranty, expressed or <br />' Implied, is made as to the professional recommendation's contained In this report <br /> r . <br /> , <br /> 1 ' 1 <br /> r <br /> 1 ` <br />' J Advanced GeoEnvironment.1,Inc <br /> V <br />
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