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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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MITIGATION MEASURES PROPOSED TO MINIMIZE POTENTIAL SIGNIFICANT EFFECTS <br />TOPOGRAPHY <br />Measures Proposed by Applicant <br />• The proposed final surface elevations of the site will not exceed <br />10 feet above the existing Harney Lane elevation. <br />Other Possible Measures <br />• Revise the proposed final elevation to not exceed some level which <br />is less than 10 feet above the existing Harney Lane elevation and which <br />takes into account the probable amount of settling which will occur <br />as the refuse decomposes. However, this would reduce the useful <br />life of the landfill operation. <br />• Locate tree plantings about the periphery of the site, as appropriate, <br />to obscure the visual impact of this unnatural topographicaly feature. <br />SOILS <br />Measures Proposed by Applicant <br />• Since mounds of daily cover material must be stockpiled for daily use <br />throughout the year, some erosion of this material cannot reasonably <br />be avoided. Due to this, all runoff from the site would be collected <br />in ditches and channeled o a common, temporary sediment basin near <br />the north end of the site. The sediment basin would be designed to <br />retain particules 0.02 mm in diameter and larger. Periodic cleaning <br />out of the sediment basin would be necessary to maintain its effective- <br />ness. <br />• Although revegetation of closed disposal trenches is proposed, specific <br />details about the type and procedure are not available at this time. <br />Other Possible Measures <br />• Prior to excavation for the construction of a disposal trench or a portion <br />of a trench, the top 18 inches of soil should be skimmed from the area to <br />be affected and stockpiled and protected from erosion. This is to prevent <br />loss of topso _ r later use as the top layer of the final cover. Top- <br />soil shoul be be wasted for daily cover material. <br />.Lj- <br />
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