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ARCHIVED REPORTS_1995
EnvironmentalHealth
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4400 - Solid Waste Program
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PR0440003
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ARCHIVED REPORTS_1995
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Last modified
7/17/2020 3:53:09 PM
Creation date
7/3/2020 11:04:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1995
RECORD_ID
PR0440003
PE
4434
FACILITY_ID
FA0003698
FACILITY_NAME
CORRAL HOLLOW LANDFILL
STREET_NUMBER
31130
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25303010
CURRENT_STATUS
01
SITE_LOCATION
31130 CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_1995.tif
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EHD - Public
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I <br />CORRAL HOLLOW SANITARY LANDFILL <br />FINAL CLOSURE PLAN - REVISED FEBRUARY, 1995 <br />1.0 FINAL COVER <br />There are approximately 43 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 (silty material), a 1 foot <br />clay barrier layer, and a 1 foot vegetative layer (topsoil <br />material). The foundation layer will be completed by County forces <br />by the time the site stops accepting waste. Final Cover will be <br />placed in accordance with the CQA program. <br />It is estimated that the foundation layer will be complete at the <br />time of closure. Therefore, approximately 138,746 cubic yards of <br />cover material are needed to apply two feet of final cover (clay <br />and vegetative layer) . The soil will be purchased and delivered to <br />the site. <br />Soil Requirements for Final Cover (Cubic Yards) <br />Layer Quantity <br />Clay = 69,373 <br />Vegetative 69,373 <br />Total = 138,746 <br />Unit Costs for Placement <br />Vegetative layer cover -- 1.0 ft. thick. Assuming transport <br />from stockpile and placement at 138 c.y./hr., and using labor <br />costs at $23.58/hr plus scraper operation cost of $60.10/hr, <br />the following unit cost calculation applies: <br />Unit cost ($23.58/hr + $60.10/hr)/138 c.y./hr. $0.61/c.y. <br />Clay -- 1.0 <br />ft. thick. The <br />transport from stockpile and <br />placement <br />unit cost will be <br />the same as for the vegetative <br />layer. However, the clay will <br />require a greater compactive <br />effort for <br />CQA compliance and <br />will require an additional unit <br />expense as <br />shown in the table <br />on the following page. <br />Cost to Import <br />Clay. <br />Total soil <br />required for clay <br />layer = 69,373 c.y. <br />Cost of clay <br />= $ 5.00/c.y. <br />(69,373 x <br />$5.00 <br />$346,865 <br />17 <br />
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