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CORRESPONDENCE_1984-1989
Environmental Health - Public
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4400 - Solid Waste Program
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PR0440005
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CORRESPONDENCE_1984-1989
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Last modified
4/17/2023 4:12:55 PM
Creation date
4/7/2023 1:44:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1984-1989
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
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SJGOV\cfield
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EHD - Public
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. . • <br />Mr. Greg Basso -4- 1-1 July 1989 <br />Mr. Tom Woodward <br />and include a required minimum number of tests for small <br />construction areas and test pads. <br />The CQA program does not address quality control of synthetic <br />material used in WMU construction. This deficiency needs to <br />be corrected. <br />The CQA plan fails to discuss the use of nuclear gage density <br />and moisture content measurements during liner construction. <br />These tests should be included in the CQA table described <br />above. Laboratory oven -dried moisture contents of the <br />compacted soils need to be determined to verify the nuclear <br />gage moisture measurements. Nuclear gage density, measure- <br />ments should be verified with sand cone or similar tests. <br />Daily calibration data for the nuclear gage should be <br />submitted with final construction reports. <br />Spot checks for plasticity index and moisture content are <br />proposed as part of the liner construction CQA in order to <br />monitor changes in soil properties. variations in soil <br />properties such as visual appearance, grain size distribu- <br />tion, optimum moisture and maximum dry density should also <br />be spot checked. The criteria by which variations in each <br />parameter are judged significant need to be explicitly <br />defined in the CQA plan. <br />A single ring infiltrometer is proposed for field permeabil- <br />ity testing. The type of single ring infiltrometer needs to <br />be specified and justification for its use needs to be <br />provided. Our concerns include the small surface area of the <br />liner typically measured by single ring devices and the <br />potential to overlook macroscopic hydraulic defects. The <br />small number of proposed tests may not identify permeability <br />variation in the test pad or completed liner. <br />Record drawings of the subgrade elevations and finished liner <br />need to be provided in the final construction report. <br />We understand that you would like to coordinate construction <br />of WMU D89 with the closure activities on WMU A this summer. <br />Please provide a revised WMU D89 construction plan and CQA <br />plan at least 2 weeks prior to the start of D89 construc- <br />tion. Failure to do so may result in violation of the <br />facility's WDRs. <br />
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