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ARCHIVED REPORTS_XR0006202
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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P
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PERSHING
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4444
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2900 - Site Mitigation Program
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PR0540885
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ARCHIVED REPORTS_XR0006202
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Last modified
4/10/2020 5:15:50 PM
Creation date
4/10/2020 2:43:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006202
RECORD_ID
PR0540885
PE
2960
FACILITY_ID
FA0023381
FACILITY_NAME
FORMER EXXON SERVICE STATION NO 73942
STREET_NUMBER
4444
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11022017
CURRENT_STATUS
01
SITE_LOCATION
4444 N PERSHING AVE
P_LOCATION
01
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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r <br /> readings are noted on the logs The soil is examined and classified according to the Unified Soil <br /> Classification System <br /> SSoil samples are delivered under chain of custody, laboratory Californiap y, to a la bo tory certified by the Cahforn <br />' Department of Health Services (DHS) for hazardous materials analyses The samples are <br /> analyzed for petroleum hydrocarbons in accordance with Table 2 of the "Tri-Regional Board <br /> Staff Recommendations for Preliminary Evaluation and Investigation of Underground Tank <br /> Sites" (RWQCB 1990) <br /> B.3 WELL INSTALLATION <br /> tThe boreholes are completed as groundwater monitoring wells, vapor extraction wells, or air <br /> sparging wells The wells are constructed by installing Schedule 40 PVC flush-threaded casing <br />' through the inner opening of the auger The screened interval consists of slotted casing of the <br /> appropriate slot size, placed from 10 feet below the water table to 5 feet above it for groundwater <br /> monitoring wells A threaded end plug or a slip cap secured with a stainless steel screw is placed <br /> on the bottom of the well <br /> A filter pack of clean sand of appropriate size is placed in the annular space around the well <br />' screen to approximately two feet above the top of the screen The sand is placed through the <br /> inner opening of the augurs as they are slowly removed The sand is sealed by adding 1-2 feet of <br /> bentonite pellets and hydrating them with deionized water A surface seal is then created by <br /> placing a cement grout containing less than 5 percent bentonite from the bentonite spacer to the <br /> surface with a tremae pipe or grout pump <br />' The well is finished at the surface with a slightly raised, 12-inch-diameter traffic-rated, <br /> water-tight steel traffic box set in concrete The traffic box is secured against unauthorized entry <br /> with a cap that requires a special wrench to open, the casing is further secured with a locking <br /> well cap <br /> B.4 WELL DEVELOPMENT <br /> The wells are developed 2-3 days after completion Development consists of surging the <br />' screened interval of the well with a 4-inch flapper valve surge block for approximately <br /> 15 minutes The well is then purged, with a submersible electric pump, centrifugal pump, air-lift <br /> pump, or PVC bailer, of 2--6 casing volumes of water The surging and pumping are repeated <br /> until the water is free of silt and apparent turbidity, for a maximum of 4 hours <br /> A record of the purging methods and volumes of water purged is maintained All purge water is <br />' contained on the site in properly labeled 55-gallon drums Purged water is disposed of at an <br /> appropriate facility on the basis of the laboratory analytical results <br /> B.S WELL SURVEY <br /> The elevation of the top of the well casing 3s surveyed relative to an established datum with a <br /> Lietz C-3 automatic level and a stadia rod A small notch is cut in the top of the well casing to <br />' WP61 73942 R01 397 APB I B-2 <br />
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