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ARCHIVED REPORTS_2013_4
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ARCHIVED REPORTS_2013_4
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Last modified
7/17/2020 3:53:43 PM
Creation date
7/3/2020 10:57:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2013_4
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2013_4.tif
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EHD - Public
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TABLE <br /> FORWARD LANDFILL <br /> CLOSURE COST ESTIMATE SUMMARY <br /> 187.6-ACRE CLOSURE AREA 2013 <br /> ITEM DESCRIPTION QUANTITY UNIT PRICE ESTIMATED COST <br /> 11 JENGINEERING DESIGN(7) <br /> of construction cost) 1 LS $156,524 <br /> Subtotal $156,524 <br /> 12 CONSTRUCTION MANAGEMENT(8) <br /> 4 ofconstruction cost) 1 LS - $313 048 <br /> Subtotal $313,048 <br /> Total Construction Cost $8,905,238 <br /> Contingency 20% $1,781,048 <br /> Final Closure Plan Prep. $40,000 <br /> Total Closure Cost Estimate $10,726,286 <br /> Notes: <br /> (1) The unit costs for the final cover materials and installation,drainage control system features and erosion control are based on a recent <br /> bid information(2011)for closure work at the Vasco Road and Big Bear Sanitary Landfills.(See Attachment No.1). <br /> (2) Earthwork costs assume that all materials necessary for the foundation,barrier/vegetative layers will be obtained from an on-site <br /> borrow source. Cost also assumes 50%of total final area as slope and a slope factor of 3:1 horizontal to vertical. <br /> (3) Cost assumes that only one foot of random soil would need to be placed for the foundation layer because one-foot of soil would already <br /> be in place. Cost also assumes scarification and recompaction of the lower in-place foot of soil as part of the preliminary grading cost item. <br /> (4) Final cover construction quality assurance(CQA)is generally based on the actual number of construction days to complete the cap. <br /> Based on the closure implementation schedule,approximately 130 construction days will be needed to install the final cover over the 187.6- <br /> acre closure area. The per day CQA utilized for this estimate was provided by one of the Operator's professional CQA consultants(Geologic <br /> Associates). The per day cost for a CQA professional,equipment,and vehicle is$1,500(130 days x$1,500/Day=$195,000). Laboratory <br /> sampling and testing is based on quantities of final cover soil and synthetic in accordance with the sampling/testing frequency outlined in <br /> the CQA Plan in the 2011 Stage 1B Partial Final Closure and current regulations under 27CCR and the cost per test provided by Geologic <br /> Associates for earthwork. Laboratory costs are estimated to be$119,691. In addition,the final CQA report certifying proper installation of <br /> the cap is another$25,000. <br /> (5) All on-site structures associated with the landfill will be removed. An administration/maintenance office trailer,as well as an equipment <br /> maintenance area,will be utilized during the post-closure maintenance period. <br /> (6) No cost is included in this category because the system is/will be in-place at closure. Currently,there are no plans to expand <br /> the monitoring system. <br /> (7) Cost is for engineering design and preparation of construction documentation(plans and specifications)for bid purposes. <br /> (8) Cost is for monitoring contractors work,coordinating CQA activities,meetings,liaison between design engineers and <br /> contractors,etc. <br /> Forward Landfill PCPCMP Amendment No.4 <br /> Z:\PROJECTS\Allied Waste\Forwa rd\Five Year Permit Rvw 2013\JTD-5 Yr PR 2013\Appendices\App A-PCPCMP 2013\Tables\Table 3-Clos Cost Estimate-2013; <br /> Amendment No.4:5/28/2013 Page 2 of 2 <br />
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