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ARCHIVED REPORTS XR0001094
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3500 - Local Oversight Program
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PR0544231
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ARCHIVED REPORTS XR0001094
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Entry Properties
Last modified
3/6/2019 4:10:14 PM
Creation date
3/6/2019 1:59:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001094
RECORD_ID
PR0544231
PE
3526
FACILITY_ID
FA0023968
FACILITY_NAME
NOMELLINI CONSTRUCTION CO
STREET_NUMBER
1045
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323040
CURRENT_STATUS
02
SITE_LOCATION
1045 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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s <br /> r ^ r <br /> �, r <br /> , <br /> I �. <br /> 30 July 2004 <br /> 'i AGE-NC Project No 95-0121 <br />' Page 6 of 6 ' <br /> 5.0. RECOMMENDATIONS , <br /> Based upon data collected during the Fourth Quarter 2003, AGE recommends <br /> I • Continued ground water monitoring at the site,however,collection of ground water samples 4 <br /> ti from wells MW-1 through MW-9 (deeper screened monitoring wells) should be alternated <br />' between monitoring events with shallow screened wells VW-1 through VW-9 <br /> • In accordance with California Underground Storage Tank Regulations, Article 5, Section <br /> 2655, free-phase petroleum product should be monitored and mitigated immediately If <br />' additional petroleum product is encountered during the monitoring, then manual bailing <br /> activities should commence until the product is no longer visible Monitoring of VW-1 <br /> should be continued'until free-phase floating petroleum product Is no longer encountered <br />' EW-1 should also be monitored for free-phase petroleum product due to previous detections <br /> of product in this well <br /> , t <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 /> I analytical results provided by an independent laboratory Evaluation of the hydrogeo logic conditions <br /> at the site for the purpose of this investigation was made from review of previous consultants reports <br /> and a limited number of available data points (field meters and ground water samples) and <br />' subsurface conditions may vary away from these data points No other warranty, expressed or <br /> implied,is made as to the professional interpretations,opinions and recommendations contained in <br /> this report <br /> r <br /> K <br /> r r � <br /> s r <br /> l <br /> i r Y <br /> r t <br /> Advanced Geo Environmental,Inc <br /> t , <br />
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