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ARCHIVED REPORTS_2002 - JTD
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ARCHIVED REPORTS_2002 - JTD
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Last modified
4/10/2023 12:46:56 PM
Creation date
7/3/2020 10:48:34 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2002 - JTD
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_2002.tif
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EHD - Public
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up to an elevation of 150 feet AMSL down to master plan base grades. As part of <br />this project, the area will be cleared and grubbed, as necessary, and the closure <br />improvements constructed (e.g., final cover, permanent drainage, landfill gas <br />system modification, etc. <br />Stage III <br />Stage III is a 5.9 -acre area as shown on Figure 3. This area includes the final fill <br />slopes adjacent to Stage II along the southern slopes of the northern portion of the <br />landfill to an elevation of 150 feet AMSL. The closure volume estimates are based <br />on waste fill up to an elevation of 150 feet AMSL down to the master plan base <br />grades. As part of this project, the area will be cleared and grubbed, as necessary, <br />and the closure improvements constructed (e.g., final cover, permanent drainage, <br />landfill gas system modification, etc.). <br />Stage IV <br />Stage IV is a 13.7 -acre area as shown on Figure 4. This area includes the final fill <br />slopes located between Stages III and I and along the northern slopes up to an <br />elevation of 150 feet AMSL. The closure volume estimates are based on waste fill <br />up to an elevation of 150 feet AMSL down to the master plan base grades. As part <br />of this project, the area will be cleared and grubbed, as necessary, and the closure <br />improvements constructed (e.g., final cover, permanent drainage, landfill gas <br />system modification, etc.). <br />Stage V <br />Stage V is an 11.8 -acre area as shown on Figure 5. This area includes final fill <br />slopes along the northeast of the northern portion of the landfill up to an elevation <br />of 90 feet AMSL. The closure volume estimates are based on the top of waste fill <br />plan down to the master plan base grades. As part of this project, the area will be <br />cleared and grubbed, as necessary, and the closure improvements constructed <br />(e.g., final cover, permanent drainage, landfill gas system modification, etc.). <br />Stage VI <br />Stage VI is a 20.7 -acre area as shown on Figure 6. This area includes the northern <br />final fill slopes adjacent to Stages I, IV, and V up to an elevation of 150 feet AMSL. <br />The closure volume estimates are based on the top of waste fill plan down to the <br />master plan base grades. As part of this project, the area will be cleared and <br />grubbed, as necessary, and the closure improvements constructed (e.g., final <br />cover, permanent drainage, landfill gas system modification, etc.). <br />Stage VII <br />Stage VII is a 166.7 -acre area as shown on Figure 7. This area includes the entire <br />Is deck area of the landfill up to an elevation of 200 feet AMSL. The closure volume <br />Ell <br />SWT Engineering <br />Forward Landfill - PCPCMP Amendment <br />(Z:\PROJECTS\Al lied Waste\Forward\JN81013 5 yr Review Plan\JTD Amd 3 PCPCMP Amd 3 Dec 08\PCPCMP Amend 3 121808.doc; <br />Amendment No. 3: 12/18/08) <br />
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