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TABLE 8
<br /> FORWARD LANDFILL
<br /> CLOSURE COST ESTIMATE
<br /> . SUMMARY
<br /> Item Description Estimated Unit Total
<br /> No. Quantity Price ($)
<br /> 1 FINAL COVER
<br /> Clear and Grub 347 acres $800.00 $277,600
<br /> Foundation Layer(1) 527,000 c $1.00 $527,000
<br /> Synthetic Membrane (VFPE
<br /> Purchase, Delivery and Installation 15,845,000 sf $0.40 $6,338,000
<br /> HDPE Strip Drains(2) 1 1,584,500 sf $1.00 $1,584,500
<br /> Vegetative Soil Layer 1,054,000 c $1.00 $1,054,000
<br /> Settlement Monuments 4 ea $1,200.00 $4,800
<br /> Subtotal $9,785,900
<br /> 2 FINAL COVER CONSTRUCTION QUALITY ASSURANCE MONITORING AND TESTING
<br /> Monitoring/Inspection 1 LS $420,000 $420,000
<br /> Geos nthetic Field Test Expenditures 1 LS $75,000 $75,000
<br /> Soil Field Test Expenditures 1 LS $50,000 $50,000
<br /> ,Reporting Cost 1 LS $50,000 $50,000
<br /> Subtotal $595,000
<br /> 3 DRAINAGE CONTROL SYSTEM
<br /> Drainage Control System Materials/Construction 1 LS 2,100,00:0=2,1 00,000
<br /> Design 1 LS $105,000 $105,000
<br /> . Subtotal $2,205,000
<br /> 4 EROSION CONTROL
<br /> Soil Preparation 364 acres $105 $38,307
<br /> Seeding 364 acres $2,200 $800,800
<br /> Subtotal $839,107
<br /> 5 LANDFILL GAS CONTROL SYSTEM
<br /> Design - LS $250,000.00 $250,000
<br /> Vertical Wells 240 wells $7,500.00 $1,800,000
<br /> Headers 20,000 LF $35.00 $700,000
<br /> Sub-Headers 50,000 LF $15.00 $750,000
<br /> Horizontal Wells 35,000 LF $15.00 $525,000
<br /> Sumps 50 sumps $8,000.00 $400,000
<br /> Flare Station 2 ea $300,000 $600,000
<br /> Subtotal $5,025,000
<br /> 6 ILANDFILL GAS MONITORING SYSTEM (3)
<br /> Multiple Depth Probe Placement w/lid 4 ea $3,000.00 $12,000
<br /> Subtotal $12,000
<br /> 7 IGROUNDWATER MONITORING SYSTEM (4) 0 $0 $0
<br /> Subtotal $0
<br /> 8 SITE SECURITY/SIGNAGE
<br /> Signage 1 LS $10,000 $10,000
<br /> Fencing 1 LS $20,000 $20,000
<br /> . Subtotal $30,000
<br /> Forward Landfill PCPCMP
<br /> t\Allied\2000-193\ReportsUTD-PCPCh4P702Rev cpcostest.:51121/02
<br /> Revision 1:7,'8;02 Page 1 of 2
<br /> BRYAN A.STIRRAT S ASSOCIATES
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