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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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2900 - Site Mitigation Program
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PR0518304
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Last modified
11/19/2024 1:56:54 PM
Creation date
4/1/2020 4:02:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0518304
PE
2950
FACILITY_ID
FA0013818
FACILITY_NAME
LOW PRICE AUTO GLASS
STREET_NUMBER
3978
Direction
S
STREET_NAME
STATE ROUTE 99
City
STOCKTON
Zip
95205
APN
17917103
CURRENT_STATUS
01
SITE_LOCATION
3978 S HWY 99
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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i <br /> Work Plan For Well <br /> a ' '{ Destructions <br /> Chevron Site ID 309075 <br /> January 2, 2013 <br /> 3.4.2 Over Drill and Conductor Casing Removal <br /> During installation, monitoring well MW-6D was double-cased with steel conductor casing using <br /> 15-inch OD HSA to a depth of approximately 78 feet below ground surface (bgs). Once the <br /> conductor casing was set and sealed, an 8-inch diameter borehole was advanced through the <br /> conductor casing to a total depth of 120 feet bgs. The boring log for MW-6D is included in <br /> Appendix A. Due to the presence of conductor casing, well MW-6D will be destroyed by <br /> removing the well box and over..drilling to the total completion depth with 8-inch OD HSA to <br /> remove all-material (e.g. casing, filter pack, annular seal, etc,) associated with the well. <br /> Following over drilling of well materials, the boring will be grouted from the bottom of the <br /> borehole to within 5 feet of ground surface using a tremie pipe and cement-bentonite grout. <br /> Prior to completing grouting to within 3 feet of ground surface, approximately 4-feet of conductor <br /> casing will be removed utilizing a down-hole cutting torch. The remainder of the boring will then <br /> be grouted to within 3 feet of ground surface using cement-bentonite grout. The upper 3 feet will <br /> be backfilled with native soil to the surface of the borehole and then completed at grade with <br /> material matching the existing surface (e.g. asphalt concrete, etc). <br /> f 3.4.3 Soil Cuttings and Rinsate Water <br /> Soil cuttings generated during drilling operations will be containerized in Department of <br /> Transportation (DOT) 55-gallon: drums or stockpiled and temporarily stored on the subject <br /> property pending characterization and disposal. Soil cuttings will be removed and transported by <br /> Chevron's disposal contractor to an appropriate disposal facility. Water displaced during tremie <br /> grouting or generated during steam cleaning, will be temporarily stored in DOT approved 55- <br /> gallon drums pending transport by. Chevron's disposal contractor to an appropriate disposal or <br /> treatment facility. <br /> 4.0 REPORTING <br /> A report will be prepared to document the results of well destruction activities. The report will <br /> include at a minimum the following: <br /> • A summary of site conditions and background information <br /> • A scaled site plan illustrating the destroyed well locations and other relevant site <br /> features <br /> • A description of activities <br /> G:\Aproject\ENV\CHEVRON\309075\6 Deliverables\Work Plan\Well Destruction\309075 Work Plan for Well Destructions ML_01022013.doc 3 <br /> `r <br /> i <br />
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