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ARCHIVED REPORTS XR0001002
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 XR0001002
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Entry Properties
Last modified
3/6/2019 5:38:29 PM
Creation date
3/6/2019 3:31:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001002
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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7. At the completion of sampling operations, the soil borings <br /> will be thoroughly grouted from bottom to the surface with a <br /> cement/bentonite slurry pumped in the hole by use of a tremae <br /> pipe or flexible hose <br /> 8_ 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 for <br /> completing as a groundwater monitoring well Recent data <br /> indicates that the water table is between 35' & 40' bgl <br /> 9. After augerxng operations are completed, and depth to water <br /> has been verified, 2" or 4'" internal flush, screw-joint blank & <br /> slotted PVC casing will be installed, sand packed, sealed & <br /> grouted as shown on the attached schematic, PLATE XII The tap <br /> of the perforated screen will extend a minimum of 5' above & 10 ' <br /> below, the water table. <br /> 10 . 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 /> 11 . Drill solids & unused core material wzll be placed in <br /> clearly labeled metal drums, tightly sealed, & stored on site <br /> pending the results of soil analyzes. <br /> 12. 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 i-nstructions to <br /> analyze soil samples for BTEX (EPA 8020, ) TPH--G (EPA 5030/8015M, ) <br /> and TRPH (EPA 3540/8015M ) A test for Halogenated Volatile <br /> organics (EPA 8010, ) will be run on samples from soil borings A & <br /> B, and monitoring wells 1 & 2. Water samples to be analyzed for <br /> BTEX (EPA 602, ) TPH-G (EPA 5030/8015M, ) & TRPH (EPA 3510/8015M. ) <br /> 13. 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 as directed. Fluids removed will be <br /> placed in properly labeled drums, securely sealed & stored on <br /> site. Method of disposal of contents will depend upon the <br /> results of laboratory analysis. The responsible regulatory <br /> agency will be notified prior to commencement of operations <br /> 14. As soon as practical after development, the static water <br /> 8 <br />
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