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ARCHIVED REPORTS_XR0012269
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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WILSON
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2900 - Site Mitigation Program
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PR0541653
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ARCHIVED REPORTS_XR0012269
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Last modified
10/10/2020 11:21:50 PM
Creation date
7/9/2020 9:02:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012269
RECORD_ID
PR0541653
PE
2965
FACILITY_ID
FA0023871
FACILITY_NAME
TOP FILLING STATION
STREET_NUMBER
101
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15125307
CURRENT_STATUS
01
SITE_LOCATION
101 S WILSON WAY
P_LOCATION
01
QC Status
Approved
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EHD - Public
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fKLEINFELDER <br /> • AlGROUNDWATER WELL ]NSTALLATION <br />' A-3.1 Monitoring Well Construction <br /> Construction details for shallow groundwater monitoring wells are as follows <br /> • The monitoring wells will have casings consisting of 2-inch inside diameter, flush- <br /> threaded Joint, Schedule 40 PVC pipe These wells will be constructed in 8-inch <br /> diameter borings <br />' 0 Well screen sections will be perforated with 0 010- or 0 020-inch factory-cut slots <br /> The perforation sieve openings are assessed (and modified if required) after the <br />' borings are logged, and if warranted, a sieve test has been performed and the results <br /> received <br /> • The wells are generally screened from 5 feet above to 15 feet below first <br /> groundwater If an apparent aquitard is encountered, the well is usually terminated <br /> to 2 feet into the aquitard Effort is made not to screen across two aquifers If <br /> confined aquifer conditions or high vadose zone contamination is encountered, the <br /> well screen in usually not set above the depth of first encountered groundwater <br /> Wells are usually not set in areas of suspected significant soil contamination <br /> • The PVC pipe and end caps will be steam cleaned prior to installation <br /> • The annular space between the screen and the wall of the boring is backfilled with <br />' the appropriate clean Lone Star Industries 0130 or 2112 Monterey sand to <br /> approximately 2 feet above the top of the perforated sections Based on soil logs or <br /> a sieve test, modifications may be made regarding the size of sand to be used <br /> Installation of the 0130 sand may require that the sand be tremmied, rising clean <br /> water In this event, a sample of the tremae water is collected, unless the source is <br />' thought to be clean <br /> 0 A 3- to 5-foot bentonite plug is placed above the sand pack to provide an annular <br /> seal against surface water infiltration and to reduce the potential for cement grout to <br /> infiltrate into the water <br /> • The remaining annular space is filled to the surface with tremmied <br /> cement/bentonite grout (surface seal)to the surface <br /> • The wells will be secured in a below-ground locking stovepipe and the well heads <br /> enclosed in a water-tight cement utility box set flush to the ground surface <br /> DH and 7EI94 Page eu of v <br /> Copyright 1994 Kleinfelder Inc <br />
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