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SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0506208
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
11/1/2018 10:18:33 PM
Creation date
11/1/2018 1:32:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0506208
PE
2953
FACILITY_ID
FA0007276
FACILITY_NAME
METTLER PROPERTY
STREET_NUMBER
14090
Direction
N
STREET_NAME
ALPINE
STREET_TYPE
RD
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
14090 N ALPINE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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v <br /> 30 May 1996 <br /> AGE-NC Project No. 96-0224 <br /> Page 5 of 5 <br /> - and calculate the volume of soil impacted by the plume. However, Ms. Turkatte indicated during a <br /> discussion at the site that based on the nature of the hydrocarbon contaminant and site characteristics, <br /> it would not be necessary to fully define the lateral extent of the heating oil plume, but only its vertical <br /> extent to get closure. This being the case, Ms. Turkatte required only the single probe boring to <br /> assess the heating oil plume. <br /> ,r 6.0. CONCLUSIONS AND RECOMMENDATIONS <br /> The volume of remaining impacted soil in the vicinity of the heating oil tank is estimated to be 233 <br /> cubic yards. Analytical results of soil samples collected from the probe borings indicate that low <br /> concentrations of gasoline and fuel oil remain near the UST areas. Ground water depth at the site is <br /> thought to be in excess of 70 feet bsg. Based upon the concentrations detected and limited extent of <br /> �• hydrocarbon-impacted soil, it is unlikely that remaining impacted soil poses a significant threat to <br /> ground water integrity at the site. We recommend site closure certification for the property. <br /> V <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. Evaluations of the geologiclhydrogeologic <br /> conditions at the site for the purpose of this investigation are made from a limited number of available <br /> data points (i.e. soil samples) and subsurface conditions may vary away from these data points. No <br /> other warranty, expressed or implied, is made as to the professional recommendations contained in <br /> this report. <br />
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