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ARCHIVED REPORTS_XR0008912
Environmental Health - Public
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EHD Program Facility Records by Street Name
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WATERLOO
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3500 - Local Oversight Program
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PR0545129
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ARCHIVED REPORTS_XR0008912
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Last modified
1/7/2020 9:31:08 AM
Creation date
1/7/2020 8:55:19 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008912
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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Samples were collected in 2- by 6-inch decontaminated brass sleeves. The samples were <br /> described and promptly sealed with teflon tape and plastic end caps. The samples were <br />' individually placed in "ziplock" bags and stored in an ice chest with water ice until delivery <br /> to the mobile laboratory for analysis. Cham-of-custody records were maintamed for all <br />' samples (Appendix Q. <br /> Soil samples were analyzed on-site by the mobile laboratory The samples were analyzed for <br /> TPH as gasoline and TPH as diesel using modified EPA method 8015 and benzene, toluene, <br />' ethylbenzene and xylenes (BTEX) using EPA method 8020 Target detection limits were i <br /> mg/Kg for TPH as gasoline, 5 mg/Kg for TPH as diesel, and 0 005 mg/Kg for BTEX The <br /> laboratory analytical reports are presented in Appendix D. <br /> 2.2.22 Solt Sampling and Bloassessment Analyses <br />' Bioassessment samples were also collected from boring SB-I at depths of 15, 30 and 50 feet, <br /> respectively, and installed in sterile glass containers. The samples were described, sealed <br />' individually in "ziplock" bags, packed on ice and shipped via overnight courser to the IT <br /> Biotechnology Applications Center located in Knoxville, Tennessee. Chain-of-custody <br /> records were maintained for all samples (Appendix Q. <br /> The bioassessment testing included pH, soil moisture, residual nutrient determinations, <br />' microbial enumeration, and microbial stimulation. The bioassessment besting was performed <br /> to preliminarily evaluate the feasibility of biodegradation of TPH in site soils Appendix E <br />' provides the Bioassessment Report. <br />' 2.2.23 Sol! Sampling and Geotechnical Analyses <br /> Geotechnical samples were collected at approximate depths of 15, 30, 50 and 55 feet from <br />' SB-1. Four relatively undisturbed soil samples were collected from boring SB-1 and shipped <br /> to Vector Engineering Inc., located in Grass Valley, California, for geotechmcal testing using <br />' ASTM methods. Chain-of-custody records were maintained for all samples (Appendix Q. <br /> Each sample was tested for: 1) Total Organic Content (ASTM D-2974); 2) Hydrometer <br /> Analysis (ASTM D-422); 3) Atterberg Limits (ASTM D-4318); and 4) Tnaxial Permeability, <br />' undisturbed (ASTM D-5084) Four brass sleeves per sample were collected, packed tightly, <br /> and shipped to the laboratory. The laboratory report is presented in Appendix F. <br /> MZ111-20-95IMBF)95-0M7 4 <br />
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