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ARCHIVED REPORTS XR0001001
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 XR0001001
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Entry Properties
Last modified
3/6/2019 5:30:55 PM
Creation date
3/6/2019 3:29:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001001
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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Pipe or flexible hose. <br /> 7 Soil boring 08, to the east of the shop building, will be <br /> drilled & sampled in the same manner as #6 & #7 down to the water <br /> table. After obtaining a core from the capillary fringe, the <br /> well be advanced to a minimum of 10 feet into the aquifer <br /> preparatory for completing as a groundwater monitoring well . <br /> Recent data indicates that the water table is between 30' & 35' <br /> bgl. <br /> B. After augering operations are completed, and depth to water <br /> has been verified, 2" or 4" internal flush, screw--point blank & <br /> slotted PVC casing will be installed, sand packed, sealed & <br /> grouted as shown on the attached schematic, PLATE XV. The top of <br /> the perforated screen will extend a minimum of 5' above & 10' <br /> below, the water table. <br /> 9 The 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 /> 10. After completion of angering operations, the preserved soil <br /> & water samples will be transported under proper chain of custody <br /> to FGL Environmental laboratory with instructions to analyze soil <br /> samples for BTEX (EPA 8020, ) TPH-G (EPA 5030/8015M, ) TRPH, diesel <br /> & motor oil (EPA 3540/8015M, ) and Halogenated Volatile organics <br /> (EPA 8010. ) Water samples to be analyzed for BTEX (EPA 602, ) <br /> TPH-G (EPA 5030/8015M, ) & TRPH (EPA 3510/8015M ) <br /> 11 Within 18--24 hours after completion, the 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 /> 12. As soon as practical after development, the static water <br /> level & amount of free product, if any, will be measured by use <br /> of a electrical multiphase interface probe device. After <br /> determining the effective depth, the well will be purged by <br /> evacuating a minimum of three (3) casing volumes of fluid from <br /> the well. Purging may be accomplished by either (1) bailing by <br /> use of a disposal teflon or reuseable stainless steel bailer; or <br /> (2) pumping by use of a downhole impeller or bladder pump, or a <br /> surface peristatic pump. All equipment will be thoroughly <br /> 7 <br />
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