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ARCHIVED REPORTS_1989_1
EnvironmentalHealth
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ARCHIVED REPORTS_1989_1
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Last modified
7/17/2020 3:52:44 PM
Creation date
7/3/2020 11:01:05 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1989_1
RECORD_ID
PR0440058
PE
4433
FACILITY_ID
FA0004518
FACILITY_NAME
NORTH COUNTY LANDFILL
STREET_NUMBER
17720
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06512004
CURRENT_STATUS
01
SITE_LOCATION
17720 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440058_17720 E HARNEY_1989_1.tif
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EHD - Public
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u <br />10.0 LEACHATE CONTROL <br />In some areas of the United States, where precipitation is high or when cover on <br />landfills is poor, rain may infiltrate through the landfill cover soil and percolate into <br />the waste fill. Leachate is produced when the infiltration of water into the landfill <br />exceeds the moisture -holding capacity of the wastes. When the absotptiT ve� <br />pacity of the refuse is exceeded, leachate (water containing soluble substances) <br />is generated. <br />To evaluate leachate generation potential in landfills, the U.S. Environmental <br />Protection Agency uses the water -balance method developed by C.W. Thorn- <br />waite. This method is based on the relationship between precipitation, surface <br />runoff, evapotranspiration, and soil -moisture storage. Using this method, the soil <br />moisture remaining in the vegetated cover soil profile can be estimated monthly <br />by accounting for gains from precipitation and losses from evapotranspiration. <br />Thornwaite's water -balance method was used to evaluate the leachate genera- <br />tion potential of the final cover at the NCSL (see Table 10-1). Based on the data, <br />it was determined that infiltration would not occur and, therefore, that leachate <br />generation should not be significant. <br />The completed landfill will be covered with at least 4.5 feet of cover material con- <br />sisting of the following: <br />A minimum 24 -inch foundation layer of compacted soil placed over <br />waste fill <br />• A minimum 12 -inch layer of clayey soil compacted to achieve a hy- <br />draulic conductivity of 1 x 10-6 cm/sec or less, placed over the <br />foundation layer <br />• A minimum 18 -inch layer of vegetative cover soil placed over the <br />low -permeability layer <br />The vegetative cover will be fertilized, as necessary, and seeded with moderately <br />rooted, erosion -resistant vegetation native to the surrounding area. <br />43 <br />Rev. 0 July 19, 1989 <br />
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