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ARCHIVED REPORTS_XR0012626
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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S
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SUTTER
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2900 - Site Mitigation Program
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PR0543041
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ARCHIVED REPORTS_XR0012626
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Last modified
5/18/2020 3:03:14 PM
Creation date
5/18/2020 2:45:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012626
RECORD_ID
PR0543041
PE
2960
FACILITY_ID
FA0024604
FACILITY_NAME
HUMAN SERVICES AGENCY
STREET_NUMBER
145
Direction
S
STREET_NAME
SUTTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
14912016
CURRENT_STATUS
01
SITE_LOCATION
145 S SUTTER ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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is <br /> I.,. addition to the tank bottom soil samples, a sample was gath- <br /> ered from the tank overburden pile and a sample of the tank T--6 <br /> sludge was collected. <br /> The following is a list of the analytical parameters for each <br /> sample gathered. <br /> Soil sample # <br /> Analytical Parameters <br /> R' T1,T2 & T2b TPH - EPA Method 8015 mod <br /> BTX - EPA Method 8020 <br /> rNT3,T3b,T4,T4b & TPH -- EPA Method 8015 mod <br /> E.+ T5,T5b & Overburden (Composite) BTX - EPA Method 8020 <br /> organolead - Atomic Adsorption <br /> EDB - Extraction Method <br /> T6 & T6-Sludge TPH - EPA Method 8015 mod <br /> BTX - EPA Method 8020 <br /> Organolead - Atomic Adsorption <br /> EDB - Extraction Method <br /> Solvents - EPA Method 8010 <br /> PCB's - EPA Method 8080 <br /> i <br /> T7, TS & T9 TPH - EPA Method 8015 mod <br /> :-+ BTX -- EPA Method 8020 <br /> Organolead - Atomic Adsorption <br /> EDB - Extraction Method <br /> -,- Solvents - EPA Method 8010 <br /> t1 <br /> The analytical results for these samples are included as Appendix <br /> B. <br /> I since no information is available regarding the tanks and no <br /> integrity tests were performed on the tanks, no reasonable <br /> estimate can be made regarding the amount of product which may <br /> t" have been released. However, the tanks appeared to be in <br /> ally good condition upon removal, gener- <br /> 5.0 EXPLORATORY SOIL BORING ARID MONITOR WELL SITING <br /> Three locations have been selected for the installation of the <br /> monitoring wells as shown on Figure 3. The triangular orienta- <br /> tion of the wells should serve both to define a site specific <br /> b.. ground water gradient and provide waterquality information <br /> upgradient and downgradient of the former diesel and gasoline <br /> tank site. Twelve other locations have been selected for explor- <br /> atory soil borings as shown on Figure 3. The soil borings are <br /> placed close in to the tank excavation area and surround it. <br /> This configuration should allow for the assessment of potential <br /> lateral and vertical migration of possible gasoline constituents, <br /> es: <br /> I : <br /> i <br /> - 7 - <br />
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