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ARCHIVED REPORTS_2010_17
Environmental Health - Public
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ARCHIVED REPORTS_2010_17
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Last modified
7/17/2020 3:53:35 PM
Creation date
7/3/2020 10:55:26 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2010_17
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_2010_17.tif
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EHD - Public
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Forward Landfill <br /> Gas Probe Monitoring Report <br /> DRILLING <br /> BAS contracted Test America Drilling Corporation (TA) out of Sacramento, California, a <br /> C-57 licensed drilling company, to perform the drilling activities. BAS coordinated the <br /> drilling activities with EHD, the local enforcement agency(LEA). Mr. Robert McClellon, <br /> a Program Coordinator RENS, with EHD, was contacted prior to starting drilling <br /> operations and was on site to witness construction of both perimeter landfill gas probes. <br /> A copy of the Well Permit Application signed by Mr. McClellon after completing the <br /> probe construction inspection is presented as Attachment A. <br /> On September 9, 2009, TA drilled two (2) on-site borings (GP-26 and GP-27) along the <br /> Forward perimeter, property boundary at locations shown on Figure 2, using a CME-75 <br /> hollow stem auger drill rig. Borings were advanced at each location to an elevation <br /> equal to the seasonal low water table elevation as determined by SCS. Boring GP-26 <br /> was drilled to a total depth of 26 feet bgs and GP-27 was drilled to a total depth of 36 <br /> feet bgs. During drilling operations, grab samples of soil cuttings were collected from <br /> the auger flights and logged by a Professional Geologist (PG) registered with the State <br /> of California in accordance with the Unified Soil Classification System [USCS (ASTM <br /> Method D2488)]. Lithologies, soil classifications, and other relevant boring and probe <br /> construction information is summarized on boring logs, which are included in <br /> Attachment B. <br /> Soil cuttings generated during drilling operations were disposed of on-site. The augers <br /> were decontaminated prior to use and between borings by pressure washing the flights <br /> and inside the auger to remove soil, and any residual debris. <br /> PROBE CONSTRUCTION <br /> Both borings (GP-26 and GP-27) were converted to multiple casing perimeter probes. <br /> GP-26, a dual completion perimeter probe, has two screen intervals, from 5 feet to 10 <br /> feet bgs and 16 feet to 26.5 feet bgs. GP-27, a triple completion, has three screen <br /> intervals from 5 feet to 10 feet bgs, 16 feet to 21 feet bgs, and 30 feet to 35 feet bgs. <br /> All perimeter probes were constructed of 3/4-inch diameter, Schedule 80 PVC blank <br /> casing, and Schedule 80 PVC screened casing with a slot size of 0.020". Blank casing <br /> was installed from the ground surface to the top of each screened interval depending <br /> 3 BRYAN A.STIRRAT S ASSOCIATES <br /> (J:\Republic Services\Forward\2009.0087 Probe CQA\Report\Probe Installation Report.docm:01/19/10) <br />
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