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SITE INFORMATION AND CORRESPONDENCE
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Last modified
6/25/2019 8:30:33 AM
Creation date
6/25/2019 8:13:02 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0544571
PE
3528
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
02
SITE_LOCATION
500 E LOUISE AVE
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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i <br /> PNA—mi oring Well Destruction Report <br /> 500 East Louise Ave.,Lathrop, San Joaquin County, CA <br /> March 11,2004 <br /> Page 2 <br /> pounds per square inch (PSI) of air pressure was applied to the casing to force the grout out into the sand <br /> pack. The positive air pressure on each well was maintained for several minutes to ensure maximum <br /> displacement of grout within the well casing into the sand pack. An air leak was noted in the grout seal in <br /> monitoring well MW.-17 and continuous airflow was applied to maintain positive pressure. After several <br /> minutes the air pressure was released and additional out slurry was added to the well casings. <br /> P gT QTY g <br /> The calculated volume for each of the two monitoring wells and sand packs based on depths of 19 feet <br /> was approximately 11 gallons per well. Approximately 9 gallons of grout slurry were emplaced in <br /> monitoring well MW-17 despite the air leak in the grout seal, and approximately 15 gallons of grout <br /> slurry were emplaced in monitoring well MW-18. <br /> Following the pressure grouting procedure, each well was over-drilled down to approximately three feet <br /> below ground surface, a minimum 20-inch square was cut in the surface concrete around the well casing <br /> of each monitoring well with a concrete saw, the concrete was broken utilizing the drill rigs impact <br /> hammer, the broken concrete and the traffic boxes were removed, and the upper three feet around each <br /> well was excavated with shovels. The bottom of the excavation was filled with at least one foot of grout <br /> slurry and allowed to set. Clean native soil was backfilled into the excavation to within approximately <br /> eight inches below the concrete surface and concrete mix was placed over the former traffic box locations <br /> to match the existing surface conditions. Refuse from the monitoring well destructions including traffic <br /> boxes, concrete, soil, and rinseate water were left onsite for disposal at the discretion of PNA. <br /> This report was prepared by Condor under the direct supervision of a Registered Geologist in the State of <br /> California. The report was prepared for, and is for the sole use of, PNA. The contents of this report may <br /> not be used or relied upon by any other person(s) without the express written consent and authorization of <br /> Mr. Roger Bishop of PNA and Condor. Any questions regarding the content of this document should be <br /> addressed to Don Kresse at(209) 234-0518. <br /> Respectfully submitted, <br /> CONDOR EARTH TECHNOLOGIES, INC <br /> No.6430 <br /> Casey Kipf Donald F.Kresse,R.G. CA <br /> Staff Geologist Senior Environmental Geologist <br /> Attachments: <br /> Vicinity Map (Figure 1) <br /> Site Map (Figure 2) <br /> SJCEHD Well Destruction.Permit <br /> cc: Mr. Roger Bishop,Pilkington North America <br /> Mr. Jim Barton(CVRWQCB) <br /> P:\3000_pd\3151 Pilkinton PLOF\3151J,UST Review\Reports\WellDestrRpt.doc <br /> 1 <br /> A _. <br /> �1� CONDOR <br />
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