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PR0545129
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
1/7/2020 9:00:08 AM
Creation date
1/7/2020 8:37:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0545129
PE
3528
FACILITY_ID
FA0006171
FACILITY_NAME
Mizkan America, Inc.
STREET_NUMBER
1400
Direction
E
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95205-3743
APN
14115002
CURRENT_STATUS
02
SITE_LOCATION
1400 E WATERLOO RD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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PUBLIC HEALTH SERVICES <br /> SAN JOAQUIN COUNTY =' <br /> M: :< <br /> JOGI KHANNA M.D.,M.P.H. <br /> Health Officer <br /> P.O. Boat 2009 • (1601 Fast Haa dWo Avemm) Stockton,California 95201 �ti oyY�• <br /> (209)468.3400 <br /> FRANK YONESHIGE <br /> VAN DEN BERGH FOODS INC <br /> STOCKTONCA 95208 '�� 411993 <br /> RE: Ragu Foods SITE CODE: 22073 <br /> 1400 Waterloo Road <br /> Stockton CA 95205 <br /> San Joaquin County Public Health Services,Environmental Health Division(PHS/EHD)has <br /> completed review of the "Soil Investigation and Quarterly Groundwater Sampling Report" <br /> dated April 2, 1993 and prepared by Remediation Services/BSK. PHS/EHD has the <br /> following comments for your consideration. <br /> Four soil borings, B101- B104, were drilled and sampled in February 1993. Soil <br /> contamination was detected in samples collected from each boring. The soil borings were <br /> all located approximately 35 feet from the former tank location. The analytical results <br /> suggest that the horizontal boundaries of contamination are defined. <br /> Groundwater samples were collected from MW4 during October 1992 and February 1993 <br /> and have not detected petroleum hydrocarbon contaminants. Monitoring wells, MWl - <br /> ` MW3, are reportedly dry. The groundwater gradient direction is estimated to be to the <br /> north-east, based on monitoring data available when MWl - MW3 contained groundwater. <br /> PHS/EHD concurs with the recommendation to continue quarterly monitoring prior to the <br /> installation of additional monitoring wells. However, additional monitoring wells will be <br /> necessary to determine the direction of groundwater flow beneath the site. <br /> The report indicated that two remedial options are being considered. The first option <br /> considered is to auger drill to 70 feet with a maximum auger diameter of 6 feet. The <br /> columns would then be backfilled with grout. The contaminated soil would then be either <br /> treated on site or disposed off site. The second option being considered is to excavate to 30 <br /> feet and biovent to remediate the deeper contamination. Soil contamination is evidenced <br /> up to 70 feet. <br /> A nMsbn of San Joaquin Cowry He"Care Services �� <br />
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