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ARCHIVED REPORTS_1995
Environmental Health - Public
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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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barrier layer has a minimum thickness of one foot. <br /> The clay barrier layer portion of the final cover construction is <br /> certified by Kleinf elder, Inc. in their Final CQA Report referenced <br /> as Appendix A to this Final Documentation Report. <br /> The portion of the clay barrier layer overlying the top surface of <br /> the landfill consists of a minimum of 20% Ione clay mixed with 80% <br /> select on-site soils. The clay barrier layer was constructed by <br /> first placing a 1311 to 1411 loose lift of select on-site soils over <br /> the foundation layer. Bottom-dump haul trucks then placed Ione <br /> clay over the 13t0 to 1411 native soil layer. A Caterpillar <br /> motorgrader model 14G was then used to spread the Ione clay to a <br /> uniform thickness of approximately 311 to 411 over the 1311 to 1411 <br /> native soil layer. <br /> The depth of the respective native soil and Ione clay layers was <br /> verified by random digging performed by Kleinfelder. The third <br /> step was to break up the Ione clay clods by using a CMI model RS500 <br /> motorized pug mill making one pass over the clay at a depth of 5- <br /> 1/211 . The fourth step was comprised of making one pass with the <br /> RS500 set to a depth of 1611to 1811 , in which the clay and native <br /> soils were mixed dry. The fifth step was to make a final pass with <br /> the RS500 at a depth of 1811 over the mixed material while adding <br /> water. A water truck was connected to the RS500 by a large hose <br /> for moisture conditioning. Moisture conditioning was controlled by <br /> 10 <br />
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