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ARCHIVED REPORTS_1988_6
EnvironmentalHealth
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4400 - Solid Waste Program
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ARCHIVED REPORTS_1988_6
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Last modified
7/17/2020 3:52:44 PM
Creation date
7/3/2020 11:04:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1988_6
RECORD_ID
PR0440003
PE
4434
FACILITY_ID
FA0003698
FACILITY_NAME
CORRAL HOLLOW LANDFILL
STREET_NUMBER
31130
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25303010
CURRENT_STATUS
01
SITE_LOCATION
31130 CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_1988_6.tif
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EHD - Public
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C <br />11 <br />11 <br />11 <br />C <br />I 1 <br />The primary environmental concern for sanitary landfills is protecting <br />usable supplies of ground water and surface water from leachate. <br />Leachate is produced when the net infiltration of water into the land- <br />fill exceeds the refuse's absorptive capacity. Environmental problems <br />may result if wastes contact water, or if ground water, precipitation, <br />or surface water is allowed to drain through wastes and exit as leach- <br />ate. <br />To protect ground water at the Corral Hollow Sanitary Landfill, a <br />1 -foot -thick (minimum), compacted low -permeability soil layer (permea- <br />bility of 1 x 10-6 cm/sec or less) will be installed in the final <br />cover profile. This soil layer should prevent moisture infiltration <br />into the landfill, decreasing the leachate generation potential <br />(Drawing 3). <br />To evaluate leachate produced when precipitation infiltrates into <br />landfills, the U.S. Environmental Protection Agency (EPA) utilizes the <br />water balance method developed by C. W. Thornthwaite.l This method is <br />based on the relationship between precipitation, surface runoff, <br />evapotranspiration (evaporative loss through plants), and soil mois- <br />ture storage. Using this method, the soil moisture remaining within <br />the vegetated cover soil profile can be estimated monthly by account- <br />ing for gains from precipitation and losses from evapotranspiration. <br />To determine the water balance for the completed landfill, EMCON <br />assumed that the final cover soil would be vegetated with shallow - <br />rooted grasses and not irrigated. The water balance shows that <br />precipitation will not infiltrate into the refuse if the cover soil <br />1. Thornthwaite, C.W. and J.R. Mather. "Instructions and Tables for <br />Computing Potential Evapotranspiration and the Water Balance." <br />Centerton, N.J., 1957, pp. 185-311 (Drexel Institute of Technology. <br />Laboratory of Climatology. Publications in Clima olnov. V. 10, <br />No. 3). <br />PJ9 9390310.00D 10 <br />cmirnn <br />
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