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ARCHIVED REPORTS_2002_3 JTD
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ARCHIVED REPORTS_2002_3 JTD
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Last modified
4/10/2023 12:53:01 PM
Creation date
7/3/2020 10:49:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2002_3 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_3.tif
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EHD - Public
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evaluation method determines the potential for soil erosion based on the rainfall <br /> and runoff factor, the soil erodibility factor, the topographic factor derived from the <br /> slope gradient and length, the cover and management factor, and the support <br /> practice factor. The evaluation indicates that the average soil loss will be <br /> approximately 1.0 ton per acre per year for each area evaluated which is below <br /> the two tons per acre per year allowed by the CIWMB. The vegetative layer of the <br /> final soil cover will be seeded with native grasses to protect the upper layer of soil, <br /> and to minimize erosion. <br /> 5.2.6.2 REALIGNMENT OF LITTLE JOHNS CREEK <br /> The North Branch of the South Fork of Little Johns Creek is currently located to the <br /> south of the existing Austin Road Landfill footprint (see Drawing 2). For the future <br /> Forward Landfill, this creek will be realigned to the north and west of the existing <br /> Austin Road Landfill footprint. This proposed realignment increases the overall <br /> length of the creek by three percent, with a proportionate change in slope, or <br /> grade, of the channel. The creek will exit the landfill site at essentially the same <br /> location at which it now exits. The new realigned creek will provide the same <br /> protection compared to the original route and will provide the following: <br /> • Eliminate flood plain areas from the horizontal landfill expansion areas. <br /> • Provide surface water run-on control for the horizontal expansion phases by <br /> eliminating the primary potential run-on source. <br /> • Allow maximum capacity development of the site by allowing refuse filling <br /> between the horizontal and vertical expansion phases of the Austin Road <br /> Landfill. <br /> 5.2.7 LANDFILL GAS MANAGEMENT <br /> An active landfill gas extraction system (LFGES) is installed on a portion of the <br /> existing Austin Road Landfill (see Drawing 12). This system is utilized by Ogden <br /> Power Pacific, Inc. to operate an electrical generation plant located at the <br /> northwest corner of the site. The power plant utilizes enough landfill gas to <br /> produce up to 760 kilowatts per hour of electrical power. This energy is sold to <br /> PG&E under a long-term agreement. The existing LFGES at the Austin Road <br /> Landfill is comprised of approximately 30 vertical extraction wells, which actively <br /> collect gas from the waste prism, and headers and lateral piping to convey <br /> forward Landfill JTD 5-11 <br /> L:\Allied\2000.793\Reports\JTD-PC PCMP702:Sec-5.0:5/24/02 <br /> Revision 1:07/16/02 <br /> BRYAN A.STIRRAT&ASSOCIATES <br />
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