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ARCHIVED REPORTS XR0000997
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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1145
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3500 - Local Oversight Program
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PR0544235
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ARCHIVED REPORTS XR0000997
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Entry Properties
Last modified
3/6/2019 7:01:52 PM
Creation date
3/6/2019 3:22:36 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000997
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
Scanner
WNg
Tags
EHD - Public
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probe of a properly field calibrated PID meter will be inserted <br /> into the bag; any readings will be recorded on appropriate forms . <br /> 4 The retrieved core will be quickly described, and the ends of <br /> one metal tube promptly covered with teflon tape & plastic end <br /> caps , thoroughly sealed with duct tape, labeled, & placed on ice <br /> pending transport to a State certified laboratory for analysis <br /> All unused core material & drill cuttings will be placed in <br /> properly labeled drums, firmly sealed, and stored on site pending <br /> results of laboratory analysis . <br /> 5 The monitoring wells will be drilled & sampled in the same <br /> manner as the soil borings down to the water table . After <br /> obtaining a core from the capillary fringe, each well be advanced <br /> to a minimum of 10 feet into the aquifer preparatory to com- <br /> pleting as a groundwater monitoring well . Recent data indicates <br /> that the water table is about 25 ' bgl . <br /> 6 After augering operations are completed, and depth to water <br /> has been verified, 2" or 41, internal flush, screw-3oint blank & <br /> slotted PVC casing will be installed, sand packed, sealed & <br /> grouted as shown on the attached schematic, EXHIBIT B. The top of <br /> the perforated screen will extend a minimum of 10 ' above & 10 , <br /> below, the water table. <br /> 7 Each well will be fitted with a preformed surface vault, <br /> thoroughly cemented in place, casing will extend into vault a <br /> sufficient distance to allow installation of an expandable <br /> locking cap. The casing will be notched on the north side to <br /> facilitate measurements A metal cover rated for heavy traffic <br /> will be securely attached to the vault ; it will be properly <br /> identified for future reference <br /> 8 . Drill solids & unused core material will be placed on plastic <br /> in a remote location on the property and covered with plastic <br /> pending the results of soil analyzes . <br /> 9 After completion of augering operations, the preserved soil & <br /> water samples will be transported under proper chain of custody <br /> to a State certified testing laboratory with instructions to <br /> analyze soil samples for BTEX (EPA 8020, ) TPH-G (EPA 5030/8015M, ) <br /> and TRPH (EPA 3540/8015M ) <br /> 10 Within 18-24 hours after completion, each well will be <br /> developed by swabbing with a hard rubber disc or suitable device <br /> for at least 15 minutes, or until returns are clear Fluids <br /> removed will be placed in properly labeled drums, securely sealed <br /> & stored on site Method of disposal of contents will depend <br /> 7 <br />
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