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ARCHIVED REPORTS_1995
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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HARNEY
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14750
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4400 - Solid Waste Program
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PR0440007
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ARCHIVED REPORTS
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ARCHIVED REPORTS_1995
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Last modified
9/14/2020 3:54:32 AM
Creation date
7/3/2020 11:08:42 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1995
RECORD_ID
PR0440007
PE
4434
FACILITY_ID
FA0000595
FACILITY_NAME
HARNEY LANE LANDFILL
STREET_NUMBER
14750
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06503006
CURRENT_STATUS
01
SITE_LOCATION
14750 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4434_PR0440007_14750 E HARNEY_1995.tif
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EHD - Public
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kn KLEINFELDER <br /> Assurance of the quality of construction includes advising the construction personnel of the <br /> necessity for exact fulfillment of design requirements and the consequences of inadequate <br /> workmanship. Construction personnel will also be made aware that requirements for <br /> compactive effort are more rigid when permeability and density criteria must be met than they <br /> are when density criteria alone must be met. Construction personnel should understand that <br /> compactive effort sufficient to produce passing dry density tests may not be sufficient to <br /> produce practical minimum attainable permeability for that density. s <br /> Construction personnel should also understand that their prime purpose in constructing the <br /> compacted low permeability soil cover is to achieve minimal permeability and that to this end <br /> the acceptable clod size for the attainment of minimal permeability is significantly smaller than <br /> is acceptable to obtain adequate dry density on other types of projects. Construction <br /> operations should comply with Section 24 of Caltrans Standard Specifications regarding <br /> particle size. <br /> Throughout construction, the progress of the work will be monitored and measured to check <br /> that the work is proceeding as planned. Any changes to planned procedures must be approved <br /> and documented by the Engineer. <br /> In order to evaluate the construction equipment and methods to be used to construct the <br /> impermeable soil cover to the requirements of Chapter 15, Title 23, CCR, a trial low <br /> permeability cover section (test pad) has been constructed. <br /> The cover test section was used to test the Contractor's proposed equipment for the number of <br /> passes required to obtain the specified compaction at a moisture content of 3 percent wet of <br /> optimum or greater. <br /> GSM.-MD 3EI94 Page 15 of 24 <br /> Copyright 1994 Kleinfelder, Inc. <br />
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