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ARCHIVED REPORTS WELL DESTRUCTION SUMMARY REPORT
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PR0009049
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ARCHIVED REPORTS WELL DESTRUCTION SUMMARY REPORT
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Last modified
12/14/2018 4:48:31 PM
Creation date
11/6/2018 1:47:20 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
WELL DESTRUCTION SUMMARY REPORT
RECORD_ID
PR0009049
PE
2960
FACILITY_ID
FA0004041
FACILITY_NAME
UP TRACY RAIL YARD
STREET_NUMBER
720
Direction
E
STREET_NAME
SIXTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
25001014
CURRENT_STATUS
01
SITE_LOCATION
720 E SIXTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
WNg
Supplemental fields
FilePath
\MIGRATIONS\S\SIXTH\720\PR0009049\WELL DESTRUCTION SUMMARY REPORT.PDF
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EHD - Public
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' ARCADIS Amy S. Terrell <br /> November 14, 2012 <br /> ' Well Destruction by Casing Removal <br /> ' Fourteen wells were destroyed by removing the entire casing by either over-drilling or <br /> by using a winch on the drill rig mast after using an auger to break the sanitary seal. <br /> After the casings were removed, the borings were filled completely with neat cement <br /> ' grout pumped into the boring via a tremie pipe(for borings greater than 20 feet <br /> deep). For borings that were less than 20 feet deep, neat cement grout was poured <br /> directly into the open borings from the mixing buckets. <br /> ' Well Destruction by Pressure Grouting <br /> ' Well MW-16B was destroyed by pressure grouting in place. The concrete well box <br /> was removed and neat cement grout was pumped under pressure into the well <br /> ' casing via a tremie pipe placed near the bottom of the well. The tremie pipe was <br /> lifted as the grouting progressed. Following pressure grouting activities, a hole with a <br /> diameter larger than the well casing diameter was excavated to a depth of <br /> ' approximately three feet bgs. The well casing was cut approximately 6-inches above <br /> the bottom of the excavation and additional grout was added to the well casing to <br /> overflow into the excavation creating a "mushroom cap'of neat cement above the <br /> ' casing to seal the boring and create a protective cement cap above and around the <br /> top of the boring. Native soil was used to backfill the excavation to natural grade. The <br /> grout volume was calculated to ensure that it exceeded the casing volume. <br /> Waste Management Activities <br /> ' Investigation-derived waste(IDW)soil and decontamination water was placed into <br /> Department of Transportation-approved 55-gallon drums. The drums were stored <br /> on-site temporarily so they could be characterized. After the IDW soil and water were <br /> ' characterized, UPS transported the IDW off site for disposal. <br /> Closing <br /> tThank you for your continued support with this important project. Please let me know <br /> if you have any questions or comments. <br /> ' Sincerely, <br /> ' ARCADIS U.S., Inc. <br /> James Eisert, PG (No. 7000), CHG (No. 779) <br /> Principal Hydrogeologist <br /> Page: <br />' Tracy MmLWell Destruct Rpt(11-W2).doc 3/4 <br />
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