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ARCHIVED REPORTS XR0000998
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544235
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ARCHIVED REPORTS XR0000998
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Last modified
3/6/2019 6:59:18 PM
Creation date
3/6/2019 3:22:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000998
RECORD_ID
PR0544235
PE
3529
FACILITY_ID
FA0004672
FACILITY_NAME
INDEPENDENT TRUCKING
STREET_NUMBER
1145
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323012
CURRENT_STATUS
02
SITE_LOCATION
1145 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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WNg
Tags
EHD - Public
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4P Quality Assurance/Quality Control Plan <br /> I'age 6 <br /> 8 U LABORATORY QA/QC PLAN <br /> Soil and groundwater samples will be submitted to a State Certified Hazardous Waste Laboratory <br /> for chemical analysis of hazardous constituents Established QA/QC procedures for analytical <br /> operations will include sample custody procedures, standards of analytical accuracy, analysis of <br /> matrix spikes and method data, and maintenance of control charts to monitor analytical <br /> Performance These QA/QC procedures are outlined in the laboratory QA/QC Plan which is <br /> available upon request Organic chemical analyses will be performed in conformance with <br /> standard procedures established by the United States Environmental Protection Agency (EPA) <br /> in "Guidelines Establishing Test Procedures for the Analysis of Pollutants Under the Clean <br /> Water Act" (40 CFR Part 136, October 1984). The laboratory is periodically evaluated through <br /> external performance audits conducted by EPA and DHS using QC labs The specific analytical <br /> niethods to be utilized for purgeable and semyvolatile hydrocarbons analyses are shown on Table <br /> 2 <br /> 9.0 GROUNDWATER MONITORING PROTOCOL <br /> Monitoring of depth to water and free phase LNAPL (light non-aqueous phase liquids) thickness <br /> within wells will be conducted using an interface probe or conductivity meter For <br /> consistency, all measurements will be taken from the north side of the wellhead at the survey <br /> mark To assess potential infiltration of fine grained sediments, total well depth will also be <br /> sounded <br /> Thickness of LNAPL on the groundwater surface is calculated by subtracting the depth to <br /> product from the depth to water. In addition, water elevations are adjusted for the presence of <br /> fuel with the following calculation <br /> (LNAPL Thickness) (specific gravity) + (Water Elevation) = Corrected Water Elevation <br /> Newly installed wells will be allowed to stabilize for 24 hours after development prior to free <br /> phase thickness determination <br />
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