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ARCHIVED REPORTS_1981
EnvironmentalHealth
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4400 - Solid Waste Program
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PR0440058
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ARCHIVED REPORTS_1981
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Entry Properties
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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IVw3 Soils that may be used for some crops, but have very severe <br />limitations that restrict the choice of plants and/or require <br />very careful management. Excess water is the dominant limita- <br />tion. There is also a limitation caused by slow permeability <br />or very slow permeability of the subsoil. Commonly referred <br />to as marginal land. <br />The agricultural productivity ratings just presented all assume that only <br />traditional land management practices are employed. Historically, traditional <br />land management practices have been determined largely by economic incentives <br />to make a profit. However, due to changing economic pressures, the agricultural <br />productivity of these soils should be reevaluated in terms of what could be <br />accomplished using advanced land management practices. The major limiting fac- <br />tors for the soils on-site have been identified to be shallow soil depth over <br />hardpan, slow permeability of subsoil, and erosion hazard. Advanced land <br />management practices could overcome these obstacles. According to the Soil <br />Conservation Service, "These soils, if properly managed by ripping, fertiliza- <br />tion, irrigation, and other practices, are capable of significant production <br />levels." (See Appendix B). <br />During the course of their geotechnical investigation, Kleinfelder and <br />Associates drilled 16 test borings on the property. Figure 5 shows the approx- <br />imate location of each. In general subsurface soils encountered were inter- <br />bedded layers of clayey silt and silty clay with interbedded stringers of sand. <br />Various laboratory tests were conducted at selected depths and soil <br />samples were classified according to the Unified Soil Classification System. <br />A brief summary of relevant test results are included in Table 3. Table 3 <br />shows that the undisturbed 40 to 50 -foot deep soil layer beneath the cells <br />would consist mainly of SM, CL, and ML classes of soil. From Appendix C, <br />the following descriptions may be obtained. <br />SM Silty sands sand -silt mixtures, compacted permeability as <br />slow as 10-� cm/sec. <br />ML Inorganic silts and very fine sands, rock flour, silty or <br />clayey fine sands or clayey silts with slight plasticity, <br />compacted permeability as slow as 10-6 cm/sec. <br />CL Inorganic clays of low to medium plasticity, gravelly clays, <br />sandy clays, silty clays, lean clays, compacted permeability <br />as slow as 10-8 cm/sec. <br />For more comprehensive descriptions of subsurface materials, the reader should <br />refer to the detailed boring logs included in the preliminary geotechnical <br />report prepared by Kleinfelder and Associates, July 23, 1980. <br />Based on their investigation, Kleinfelder and Associates concluded that <br />soil conditions were "suitable for development of the Class II -2 sanitary <br />landfill site." <br />15 <br />
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