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ARCHIVED REPORTS_1981
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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4400 - Solid Waste Program
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PR0440058
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ARCHIVED REPORTS
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ARCHIVED REPORTS_1981
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Last modified
7/17/2020 2:16:11 PM
Creation date
7/3/2020 11:00:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1981
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
CField
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440058_17720 E HARNEY_1981.tif
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EHD - Public
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for recovery and subsequent recirculation and/or discharge to evaporation <br />ponds on-site. Monitoring schedules will be established in conformance <br />with State issued Waste.Discharge Requirements. <br />Although hazards relative to migrating landfill gas appear minimal, <br />a limited monitoring program along the western perimeter would be conducted <br />as the site expands to the north where buildings are within 1,000 feet. <br />Monitoring would consist of probes installed to a depth equivalent to the <br />base of the landfill. The bulk of landfill gas should naturally vent into <br />the atmosphere alleviating the need for specific collection methods unless <br />warranted by later monitoring. Although landfill gas recovery is not planned <br />initially, this aspect for recovery of an energy source could be evaluated <br />in the future. <br />Each 20 -acre plot would be excavated to an approximate depth of 30 to <br />40 feet, with the completed fill standing 0 to 10+ feet above the present <br />level of Harney Lane. Surplus borrow material in excess of site cover require- <br />ments may be exported for other County uses. Surplus borrow would also be <br />used in continued maintenance of graded.fill slopes to maintain uniform sur- <br />face drainage. Temporary and permanent diversion structures would be construc- <br />ted to channel surface runoff away from refuse and into South Paddy Creek. To <br />mitigate potential heavy silt loadings during heavy precipitation, completed <br />fill areas will be revegetated and a sediment basin(s) will be constructed. <br />A minimum compacted soil thickness of six inches would be applied on top <br />of compacted wastes in the trench at the end of each operating day. Final <br />cover is to be applied on each completed trench to a minimum two -foot depth of <br />compacted soil cover. Final cover material would be applied and compacfed in <br />six-inch thick layers. At this time, anticipated site usage after refuse filling <br />is completed is that it will return to agricultural (i.e., grazing or farming) <br />or recreational uses. <br />.Although site life has not been specifically determined for this fill <br />method, it should extend past the year 2000 when approximately 3,200 (seven- <br />day basis) tons of residential and commercial waste per week are expected. <br />
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