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ARCHIVED REPORTS_1994_1
EnvironmentalHealth
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4400 - Solid Waste Program
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ARCHIVED REPORTS_1994_1
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Last modified
9/14/2020 7:08:21 AM
Creation date
7/3/2020 11:08:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1994_1
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_1994_1.tif
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EHD - Public
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II. FINAL CLOSURE COST ESTIMATES <br /> 40 <br /> The closure work remaining to be performed is placement of the <br /> remaining portion of the foundation layer, the clay barrier layer <br /> and the vegetative layer, except for the secondary site side <br /> slopes. Other items of closure cost such as revegetation, <br /> monitoring, etc. are also included as closure costs. <br /> 1. 0 FINAL COVER <br /> There are approximately 100 acres of landfill final cover to be <br /> placed. Final cover will be comprised of 4 feet of soil. It will <br /> consist of a 2 foot Foundation layer (sandy to silty material) , a <br /> 1 foot clay barrier layer, and a 1 foot vegetative layer (topsoil <br /> material) . It will be placed in accordance with the CQA program. <br /> By the time closure operations begin, the entire site will have <br /> intermediate cover. Therefore, only 1 foot of additional soil is <br /> needed to complete the foundation layer. <br /> It is estimated that 484, 000 cubic yards of cover material are <br /> needed, 48,400 cubic yards for the secondary site and 435, 600 cubic <br /> yards for the primary site. The soil will come from two borrow <br /> areas south of the landfill (see sheet 4) . <br /> The cost for applying final cover over the 100 acres of top area <br /> and side slopes for the primary and secondary site is estimated <br /> below. <br /> The following assumptions are made for estimating: <br /> * Upon commencing with cover placement, the primary and <br /> secondary sites will already be covered with approximately 1 <br /> foot of intermediate cover. The intermediate cover will be <br /> compaction tested for CQA compliance. <br /> * The side slopes for the secondary site have been built to <br /> final closure grades and will be tested for CQA compliance. <br /> 40 16 <br />
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