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ARCHIVED REPORTS_2008_29
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ARCHIVED REPORTS_2008_29
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Last modified
7/17/2020 3:53:28 PM
Creation date
7/3/2020 10:54:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2008_29
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_2008_29.tif
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EHD - Public
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5.0 PROPOSED DESIGN AND OPERATIONS <br /> The following section describes the proposed expansion design and operations for the <br /> Forward expansion project, including the creek relocation, lateral expansion, and <br /> operational modifications. The environmental monitoring and control systems described in <br /> Section 4 will be expanded along with the rest of the site to protect the environment and <br /> to comply with applicable regulatory requirements. <br /> 5.1 CREEK RELOCATION <br /> The South Creek currently traverses the southern portion of the site and will <br /> form a valley between two waste management units if development of the site <br /> follows the currently permitted plan. FL is proposing to relocate approximately <br /> 3,200-ft of the South Creek to the eastern and southern boundaries of the <br /> property. This relocation would provide two benefits: (1) allowing the landfill <br /> area to be contiguous will optimize utilization of the refuse footprint, and (2) <br /> provide significantly improved riparian habitat and flood control features. It <br /> should be noted that the North Creek was successfully relocated in 2002 for <br /> similar purposes. <br /> The goals and objectives of the creek relocation design can be divided into three <br /> general categories: (1) provide riparian habitat restoration/creation to mitigate <br /> the filling of a portion of the South Creek during the proposed development of <br /> the southern portion of FL; (2) provide adequate flood control (i.e., has capacity <br /> to carry the 100-year flow within its banks) in the realigned section of the creek; <br /> and (3) provide a stable channel design that meets or exceeds the functions and <br /> values of the existing creek. Thus, the design goal is to create a channel that is <br /> as natural as possible and provides 100-year flood carrying capacity. <br /> The existing creek channel is generally a trapezoidal channel with 10- to 12-foot <br /> banks and a 10- to 15-foot bottom width. There is little existing riparian habitat <br /> and it is regularly cleaned of emergent vegetation by public works personnel. <br /> The existing channel performs relatively well from a flood control perspective. <br /> According to applicable existing flood plain mapping, the channel has the <br /> capacity to convey the 100-year flow throughout the portion to be relocated. <br /> Forward Landfill Project Description 5-1 BRYAN A.STIRRAT S ASSOCIATES <br /> (J:\Allied\Forward\2007.0018 Lateral Expansion\Reports\Proj Descrip\021308 Final Proj Des\Sec 5.doc:2/13/2008) <br />
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