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ARCHIVED REPORTS_2018 REV SITE INV WK PLAN+
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4400 - Solid Waste Program
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PR0504201
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ARCHIVED REPORTS_2018 REV SITE INV WK PLAN+
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Last modified
3/12/2024 11:43:13 AM
Creation date
1/21/2021 3:51:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2018 REV SITE INV WK PLAN+
RECORD_ID
PR0504201
PE
4430
FACILITY_ID
FA0000214
FACILITY_NAME
PILKINGTON NORTH AMERICA INC PLANT 10
STREET_NUMBER
500
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
LATHROP
Zip
95330-9739
CURRENT_STATUS
01
SITE_LOCATION
500 E LOUISE AVE
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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SJGOV\cfield
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EHD - Public
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Page 2 <br />Brvsca File No. 137-002 August 3, 2018 <br />Murphy Parkway Property Soil Gas Monitoring Well Replacement Workplan <br />It is planned to completely overdrill the remaining portion of SGMWI using a drill rig with <br />approximate eight -inch -diameter hollow stem augers. Subsequently, a new soil gas monitoring <br />well will be installed in the borehole in the same general configuration as the original SGMWI. <br />Prior to the well abandonment work, the necessary permit will be obtained from the SJCEHD. <br />Additionally, Underground Service Alert will be contacted to clear the drilling location of <br />underground utilities, The abandonment work will be performed by a licensed C-57 drilling <br />contractor with oversight by a Professional Geologist from ink office. <br />Following the overdrilling of the damaged soil gas monitoring well SGMW 1, a replaement well <br />will be installed in the borehole to a depth of about ten feet. Two-inch diameter Schedule 40 <br />PVC casing will be used for the replacement well. The lower seven feet of the casing will be <br />screened; the screened portion of the well will be factory slotted (0.020 inch slots). The upper <br />portion of the casing will be solid, and will extend to a level approximately three feet above the <br />ground surface. The annular space surrounding the screened portion of the well and extending <br />one foot above will be backfilled with washed graded silica sand. A one -foot -thick bentonite <br />plug will be placed and hydrated within the annular space directly above the sand filter, and the <br />remaining annular space above will be backfilled with neat cement grout to the ground surface. <br />A soil gas sampling port will be installed at the upper end of the replacement well and the <br />portion of the casing above the ground surface will be protected with a locking steel <br />riser/monument. A detail drawing shown the planned configuration of the replacement soil gas <br />monitoring well is presented as Plate 3. <br />Following the replacement of the soil gas monitoring well SGMW 1, we will prepare a summary <br />report which will include: descriptions of our procedures and observations; scaled site plan <br />drawings; a soil gas monitoring well log; and, the signature and stamp of the Professional <br />Geologist in charge of the project. The report will be submitted to the SJCEHD. <br />CLOSING <br />This Workplan will be submitted to the SJCEHD as a part fo the replacemnt well permitting <br />process. If you have any questions or require additional information, please contact the <br />undersigned at (916) 677-1470. <br />Sincerely, <br />BRUSCAASSOCIATES, INC. <br />((Y CERIN <br />• t�0.19�6 <br />CERTIFlEO <br />j ENGINEERU <br />Jo Brusca <br />,y GEOLOGI5 <br />ncipal Engineering Geologist q�OFCPkY <br />Certified Engineering Geologist No. 1948 <br />
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