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CAROLYN WESTON
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2900 - Site Mitigation Program
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PR0528170
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Last modified
2/22/2019 4:05:40 PM
Creation date
2/22/2019 11:52:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0528170
PE
2950
FACILITY_ID
FA0019071
FACILITY_NAME
VACANT - COMMERCIAL / AG
STREET_NUMBER
531
STREET_NAME
CAROLYN WESTON
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
16422001
CURRENT_STATUS
01
SITE_LOCATION
531 CAROLYN WESTON BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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0 a <br /> M9 KLEINFELDER <br /> An employee owned company <br /> File No.: 52054.PW2 <br /> June 13, 2005 <br /> Mr. Jeff Wong <br /> San Joaquin County Public Health Services <br /> Department Environmental Health Division <br /> 304 E. Weber Avenue <br /> Third Floor <br /> Stockton, CA 95202-2708 <br /> RE: Well Destruction <br /> 5225 E. Carpenter Road <br /> Stockton, California <br /> Dear Mr. Wong: <br /> As per your request the following is the proposed well destruction methodology for two <br /> monitoring wells located in the path of a City of Stockton South Stockton Aqueduct (pipeline). <br /> One well has been damaged and is located in a bottom of a shallow pit and one is still <br /> undamaged. The undamaged well is designated MW-3. Both monitoring wells are 4 inch <br /> diameter PVC wells. The existing well was sounded, with depth to water at approximately 75 <br /> feet and the total depth greater than 100 feet. The well construction of the damaged well is <br /> unknown. The bottom of the pipeline is to be constructed about 20 feet below surface grade. <br /> The two monitoring wells will be tremmie grouted to the surface using a progressive cavity pump. <br /> Tremmie grouting will be achieved by pumping a cement/bentonite slurry into each well until <br /> filled. The wells will then be sealed using a plastic gasket and the hydraulic pressure from the <br /> drilling rig (existing undamaged well). Additional cement/bentonite slurry will then be pumped <br /> into each of the wells under pressure. The pressure will be maintained for approximately five <br /> minutes to better increase infiltration of the grout into the filter pack and immediately adjacent <br /> formation voids. A mushroom cap is not recommended due to the pipe line installation depth of <br /> 20 feet below ground surface. <br /> 52054.PW2/STOSL212 Page l oft <br /> ®2005 Kleinfelder,Inc. June 13,2005 <br /> KLEINFELDER 2825 East Myrtle Street, Stockton, CA 95205-4794 (209)948-1345 (209) 948-0621 fax <br />
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