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3500 - Local Oversight Program
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PR0545673
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Last modified
5/19/2020 4:07:58 PM
Creation date
5/19/2020 4:02:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0545673
PE
3528
FACILITY_ID
FA0009845
FACILITY_NAME
ALL 4 ONE AUTO CARE
STREET_NUMBER
2100
STREET_NAME
SANGUINETTI
STREET_TYPE
LN
City
STOCKTON
Zip
95205
APN
11908015
CURRENT_STATUS
02
SITE_LOCATION
2100 SANGUINETTI LN
QC Status
Approved
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EHD - Public
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KLEINFELDER <br /> 13-3 GROUNDWATER WELL INSTALLATION <br /> 13-3.1. Monitoring* Well Cunstrrictirin <br /> Construction details for shallow groundwater monitoring wells are as follows: <br /> • The well casing are 2- or 4-inch inside diameter. flush threaded .point, schedule 40 PVC <br /> i pipe <br /> • The Nvells are constructed in R- or l0-inch diameter borings. <br /> • Well screen sections are perforated with 0.010- or 0.020-inch factory-cut slots. <br /> • The wells are generally screened [.'rom 5 feet above to 15 feet below first ground,,vater. <br /> The screen length is reduced if an aquitard with a minimum thickness of 5 feet is <br /> encountered. if an apparent acluitard is encountered, the well is usually terminated i to 2 <br /> feet into the aquitard. Effort is made not to screen across two aquifers. If confined <br /> aquifer Conditions or high vadosc zone contamination are encountered; the well screen is <br /> usually not set above the depth of first encountered groundwater. Wells are usually not <br /> set in areas oFsuspected significant soil contamination. <br /> • The PVC pipe and end caps ai-e steam cleaned. prior to installation. <br /> • The annular space between the screen and the wall of the boring is backfilled with the <br /> appropriate clean sand to approximately 2 feet above the top of the perforated sections. <br /> Based on soil logs or a sieve test. modifications may be made regarding the size of sand <br /> to be used. Installation ofd Ehe sand may require that the sand be tremmied. using clean <br /> water. <br /> • A 3- to a-moot bentonite plug is placed above the sand pact: to provide a seal against <br /> surface water infiltration and to reduce the potential for cement grout to infiltrate into the <br /> water. <br /> • The remaining annular space is filled to the surface with cement/bentonite grout. <br /> • The wells are secured in an aboveground or underground locking stovepipe. Tile well <br /> heads may be enclosed in a water tight cement utility box set flush to the ground surface <br /> when located in a traffic area. <br /> B-3.2 Monitoring Well Development <br /> The wells are developed to reduce the effects of drilling, on the formation and to increase the <br /> effective hydraulic radius of the wells. <br /> 20-2864-02.E03/2019RO32 Page B-4 <br /> Copyright 1998. Klein'CILICr_ 1110. January 14, 1999 <br />
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