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ARCHIVED REPORTS_2005_2
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ARCHIVED REPORTS_2005_2
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Last modified
7/17/2020 3:53:23 PM
Creation date
7/3/2020 10:49:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2005_2
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
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2005_2.tif
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EHD - Public
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assumed to weather in response to the same conditions that would affect a prescriptive <br /> cover, the soil characteristics in the two model scenarios are the same. As a result, the <br /> most significant difference between the two models is the root distribution which is <br /> limited to the one-foot vegetative layer in the prescriptive case but extends to a three feet <br /> in the alternative case. <br /> 4.4.1.1 SOIL MOISTURE RESULTS <br /> Figure 2 depicts the modeled moisture content of the modeled degraded <br /> prescriptive final cover soils in percent by weight for six distinct depth intervals <br /> over a period of approximately ten years. As can be seen, in all cases for the <br /> constant potential boundary condition the shallow layers (3-inch, 9-inch, 15-inch <br /> and 21-inch)mimic seasonal precipitation patterns throughout the modeling <br /> period, while the deeper soil layers reflect only severe precipitation events. <br /> 4.4.1.2INFILTRATION <br /> Figure 3 depicts the calculated net flux through the layers of the modeled <br /> prescriptive final cover profile for the constant potential bottom boundary <br /> condition. As shown therein, infiltration potential for the prescriptive final cover <br /> is estimated to be about -0.69 inches/year. This value represents the performance <br /> for a degraded clay prescriptive final cover over the FSL. <br /> 4.4.2 ALTERNATIVE FINAL COVER <br /> As summarized above, the FSL non-prescriptive cover was modeled as a four foot thick <br /> (1219-mm)alternative cover composed of compacted on-site borrow soils combined with <br /> shallow to intermediate rooting native vegetation. The results of the modeling performed <br /> for this study are presented in Figures 4 and 5. <br /> 4.4.2.1 SOIL MOISTURE RESULTS <br /> Figure 4 depicts the modeled moisture content of the alternative final cover soils <br /> in percent by weight for several distinct depth intervals over a period of <br /> approximately ten years. Figure 4 represents the moisture conditions anticipated <br /> under the constant potential bottom boundary and also summarizes the rainfall <br /> history recorded at the Western Regional Climate Center's Stockton Station. As <br /> can be seen, the soil layers mimic seasonal precipitation patterns throughout the <br /> modeling period, though only the larger events penetrate to the deeper soil layers. <br /> 4.4.2.2 INFILTRATION <br /> Figure 5 depicts the net flux through the layers of the modeled alternative final <br /> cover profile under a constant potential bottom boundary condition. As shown, a <br /> negative flux potential of about—12.60 inches/year is calculated. 0 <br /> -10- <br /> C:\20050082\FORWARD/ForwardCOVER.DOC\7/1 J/2005 <br /> Geologic Associates <br />
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