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2900 - Site Mitigation Program
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PR0542201
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COMPLIANCE INFO
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Last modified
6/1/2021 4:35:41 PM
Creation date
6/1/2021 4:13:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0542201
PE
2960
FACILITY_ID
FA0024238
FACILITY_NAME
JM EQUIPMENT COMPANY
STREET_NUMBER
1245
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323034
CURRENT_STATUS
01
SITE_LOCATION
1245 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
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SJGOV\dsedra
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EHD - Public
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during drilling activities will be containerized for proper disposal. An estimate of the grout <br />volume to destroy each well using the drill out method is included in Table 1. <br />Ground Zero recommends drilling out twenty-five (25) wells including monitoring wells MW-4, <br />MW-5, MW-6, MW-8, MW-9, MW-11, MW-12, MW-109, GP-1 through GP-3, OW-1 through <br />OW-3 and injection wells 1W-1 through 1W-11. <br />Pressure Grout <br />Ground Zero recommends using the pressure grout method to destroy the following wells: <br />MW-1 and MW-2 <br />Due to the lack of groundwater or soil contamination noted in these wells during the UST <br />investigation work, Ground Zero recommends using the pressure grout method to destroy these <br />wells. <br />MW-3, MW-7, MW-10 and MW-13 <br />These wells have reported random, trace concentrations of various constituents of concern, <br />however soil data collected during the installation of these wells was reported to be non-detect for <br />all constituents of concern. Ground Zero recommends using the pressure grout method to destroy <br />these wells. <br />Groundwater analytical data for the shallow and deep groundwater monitoring wells are included <br />in Table 2 and Table 3 of Attachment C, respectively. The soil analytical data is included in Table <br />4. <br />Wells will be destroyed by pressure grouting based on the San Joaquin County and California <br />State Well Standards. Each well will be tagged for total depth to insure there are no obstructions <br />within the well casing. A neat cement grout (containing less than 4% bentonite) will be pumped <br />under pressure through a tremie pipe to the bottom of the well. After the groundwater has been <br />removed and the grout has been filled to the top of the well casing, a pressure cap will be fitted to <br />the casing and the well pressurized to 25 psi. If the grout settles, additional grout will be pumped <br />into the well casing. This assures grout is pumped into the filter pack. <br />Following grouting, at least the top three (3) feet of the well will be drilled out with an auger that <br />is at least one (1) foot larger in diameter than the auger originally used to install the well. In <br />addition, the soil around the cut-off casing will be removed to a depth of an additional six (6) <br />inches below the top of the cut-off casing. Upon filling the rest of the casing, grout sealant will <br />be allowed to spill out of the top of the well casing to form a mushroom cap seal, with at least six <br />(6) inches of grout both below and above the casing. All soil will be properly containerized for <br />disposal. All groundwater displaced to the surface during grout installation will be pumped out of <br />the excavation and containerized for proper disposal. <br />Ground Zero recommends pressure grouting six (6) wells including monitoring wells MW-1, <br />MW-2, MW-3, MW-7, MW-10 and MW-13. The estimated volume of grout required to destroy <br />each well by the pressure grout method is summarized in Table 1. The grout calculations are <br />included in Attachment D. <br />Page 2 of 3
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