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EnvironmentalHealth
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EHD Program Facility Records by Street Name
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LOWER SACRAMENTO
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13430
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3500 - Local Oversight Program
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PR0545443
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Last modified
3/11/2020 1:42:29 PM
Creation date
3/11/2020 8:50:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0545443
PE
3528
FACILITY_ID
FA0005054
FACILITY_NAME
DELTA PUB & GROCERY
STREET_NUMBER
13430
Direction
N
STREET_NAME
LOWER SACRAMENTO
STREET_TYPE
RD
City
LODI
Zip
95240
APN
05807006
CURRENT_STATUS
02
SITE_LOCATION
13430 N LOWER SACRAMENTO RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Srr <br /> W,. 16 September 1996 <br /> AGE-NC Project No. 95-0168 <br /> Page 5 of 5 <br /> LW <br /> • Approximately 200 cubic yards of impacted soil is presently stockpiled on-site. Based on <br /> I 6 analytical results of soil samples collected on 17 August 1995,most of the soil contains only <br /> trace concentrations of hydrocarbons, although locally the soil still contained high BTE&X. <br /> concentrations (S.M,2). <br /> v. <br /> • The stockpiled soil is presently undergoing aeration under permit by the San Joaquin County <br /> Unified Air pollution Control District.It is our understanding that the soil will remain on-site <br /> for use as fill material. A copy-of the uncontrolled soil aeration,permit is included in <br /> Appendix G. <br /> 4.2. RECOMMENDATIONS <br /> Based upon information collected during the investigation of the former UST area, AGE <br /> recommends the following: <br /> • Soil stockpile 2 should be considered as "clean" and used for fill. <br /> LM Soil stockpile 1 should continue to be aerated until the hydrocarbon concentrations in soil - <br /> samples are reduced to acceptable levels for the soil to be used as fill. - <br /> • The site should be certified for closure with no further investigation/remediation required. <br /> 5.0. LIMITATIONS <br /> Our professional services were perfonned using that degree of care and skill ordinarily exercised by <br /> LW environmental consultants practicing in this or similar localities. The findings were based.upon <br /> analytical results provided by an independent laboratory. Evaluations of the geologic/hydrogeologic <br /> conditions at the site for the purpose of this investigation are.made from a limited number of <br /> available data points (i.e. soil samples) and subsurface conditions may vary away from these data <br /> points. No other warranty, expressed or implied, is made as to the professional recommendations <br /> contained in this report. <br /> LM <br /> 6W <br /> .E , <br />
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