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ARCHIVED REPORTS_2005_5
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ARCHIVED REPORTS_2005_5
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Last modified
7/17/2020 3:53:24 PM
Creation date
7/3/2020 10:50:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2005_5
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2005_5.tif
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EHD - Public
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3 SUMMARY OF CONSTRUCTION <br /> 3.1 Perimeter LFG Extraction Wells <br /> 3.1.1 Description of Work <br /> TRG drilled and installed 13 perimeter LFG extraction wells between September 24 and <br /> October 1, 2004. Drilling of the 13 extraction wells, designated TGW-1 through TGW- <br /> 13, was performed by TRG using air-rotary drilling technology. Each well was <br /> completed in accordance with the design drawings supplied by BAS. The major <br /> components of well construction included the following: <br /> • Approximately 390 feet of vertical gas well drilling using 8-inch diameter air <br /> rotary drilling technology to complete 13 bore holes <br /> • Installation of approximately 364 linear feet of 2-inch diameter Schedule 80 <br /> PVC well casing <br /> The newly installed LFG extraction wells average approximately 30 feet in depth. Refer <br /> to Appendix A for well drilling/construction logs and Drawing 2 (Appendix C) for as- <br /> built well locations. <br /> 3.1.2 Construction Procedures <br /> The vertical LFG extraction well casings consisted of 2-inch diameter Schedule 80 PVC <br /> pipe, with the bottom 10 feet of each casing perforated with 1.5-inch long slots. The <br /> perforated portion of the well casing of each vertical extraction well is surrounded by pea- <br /> gravel backfill. The gravel backfill extends to the top of the perforated casing. A 2-foot <br /> thick layer of clean soil is placed on the top of the gravel backfill followed by a 5-foot- <br /> thick seal layer of hydrated bentonite chips. Bentonite slurry was placed above the <br /> bentonite chip layer to approximately 2-feet below ground surface(bgs). <br /> 3.1.3 CQA Activities <br /> EMCON observed and documented that the layout and depths of the LFG wells, well <br /> casing materials, backfill materials and procedures, and well pipe lengths were consistent <br /> with the approved construction plans and technical specifications. EMCON observed and <br /> EMCON/OWT <br /> N:\_LANDFIL\AWI Austin Road-Forward\2004 SVE CQA\text\report\CQA report final.doe Rev.0,1/5105 <br /> 3-1 <br />
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