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ARCHIVED REPORTS_1999
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ARCHIVED REPORTS_1999
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Last modified
7/17/2020 3:53:20 PM
Creation date
7/3/2020 10:47:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1999
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_1999.tif
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EHD - Public
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AS BUILT CONSTRUCTION REPORT <br />FOR THE <br />ASH PIT MONOFILL EXPANSION <br />The ash monofill at the Forward Inc. Landfill is designed to expand vertically <br />upwards, eventually tying into the foundation layer of the landfill's final closure cap. <br />The following construction report -describes the construction of the initial phase of <br />construction of the expansion berm along the southern boundary of the ash pit and <br />Phases 1 and 2 of construction along the eastern separation berm. All aspects of <br />construction were performed in accordance with the standards of CCR Title 23, <br />Subchapter 15. <br />0 VERTICAL BERM CONSTRUCTION <br />' • <br />The expansion berm located along the eastern boundary of the ash pit separates solid <br />waste and asbestos disposal operations from the ash monofill disposal operation. <br />During the late summer and fall months of 1990, two phases of expansion were <br />constructed along the eastern berm. The initial phase of construction, beginning at an <br />elevation of approximately 41 feet above mean sea level (msl) and extending to <br />elevation of about 50 feet was conducted in August 1990. The second phase took <br />place in October 1990 and resulted in a final elevation of about 58 feet msl. <br />Phase I Expansion - The existing tern berm was scarified and a three foot <br />wide by two foot deep anchor trench was cut into the top of the berm. A roll <br />of Petromat Type II was placed the anchor trench and extended to the west <br />over the berm and into the ash pit's existing sidewall leachate collection <br />system. This material, consisting of a sheet of impermeable high .density <br />polyethylene (HDPE) with filter fabric secured to both upper ' and lower sides <br />of the HDPE core, was used because it can be securely held between layers of <br />compacted soil. The material is impermeable and will direct any liquids <br />moving down the expansion berm /ash contact into the existing sidewall <br />leachate collection system in the ash pit. <br />1 <br />
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