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ARCHIVED REPORTS_XR0005176
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0535112
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ARCHIVED REPORTS_XR0005176
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Entry Properties
Last modified
9/24/2020 12:24:21 AM
Creation date
3/17/2020 3:39:20 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005176
RECORD_ID
PR0535112
PE
2957
FACILITY_ID
FA0020296
FACILITY_NAME
CHAPIN BROTHERS INC
STREET_NUMBER
1766
STREET_NAME
MONTE DIABLO
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
13505050
CURRENT_STATUS
01
SITE_LOCATION
1766 MONTE DIABLO AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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' 12 August 2002 <br /> AGE-NC Project No 95-0103 <br /> ' Page 2 of 11 <br /> 2 1 2 Equipment Decontamination <br /> 1 <br /> The hollow stem augers were steam-cleaned prior to advancement of each soil pilot boring <br /> ' Following drilling activities,nnseate generated from decontaminating the equipment was placed in <br /> properly labeled DOT-approved model 17H 55-gallon drums and placed in the southeast portion of <br /> the site <br /> 2 13 Well Completion <br /> Soil borings EW 1,EW-2 and EW-3 were single-completed as ground water extraction wells utilizing <br /> a schedule 40, 6-inch diameter blank polyvinylchloride(PVC)well casing and a perforated, 6-inch <br /> tdiameter PVC well casing(0 020-inch slot) The wells was installed by placing the PVC well casing <br /> assembly through the hollow stem of the augers to the total depth of the boring The augers were <br /> ' incrementally raised as filter pack material consisting of a 50150 blend of fine grained aquarium <br /> gravel and#3 Monterey Sand was slowly poured down the annulus between the well casing and the <br /> inner wall of the hollow stem auger The filter pack was placed adjacent to the screened casing from <br /> the bottom of the boring to a point approximately two feet above the top of the screen Following <br /> lie <br /> filter pack placement, a surge block was inserted into the well casing and was alternately raised and <br /> lowered (surged) repeatedly for approximately 20 minutes to settle the filter pack material A <br /> ' nominal three-foot seal of bentonite pellets was placed above the filter pack and allowed to hydrate <br /> with clean tap water The remaining annular space was backfilled with portland cement An as-built <br /> well-construction diagram is included as Appendix A <br /> 2 14 Well Development <br />' On 16 January 2002, the extraction wells were developed utilizing a stainless steel hand bailer, a <br /> 4-inch diameter PVC hand bailer, and a submersible pump Approximately 45 gallons of ground <br />' water were purged from the wells before the ground water produced was almost sediment free <br /> Purged ground water was discharged from the wells to a properly labeled DOT-approved model 17H <br /> 55-gallon drum and was stored at the site <br /> 1 <br /> 2 2 INSTALLATION OF GROUND WATER EXTRACTION SYSTEM <br />' The ground water extractions stem consisting of the ground water treatment unit and associated <br /> � Y g <br />' piping was installed between January and March 2002 <br /> Advanced GeoEnvironmental,Inc <br /> 1 a <br />
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