revised final closure plan - Salinas Valley Solid Waste Authority
revised final closure plan - Salinas Valley Solid Waste Authority
revised final closure plan - Salinas Valley Solid Waste Authority
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Unit<br />
Item 1 Unit Cost Quantity Total<br />
1. Final Soil Cover 2<br />
a. Foundation Layer cy $ 8.26 46,570 $ 384,811<br />
b. Low Permeability Liner sf $ -<br />
- $<br />
-<br />
c. Vegetative Layer cy $ 12.45 197,206 $ 2,455,211<br />
2. Geosynthetic Layers<br />
a. Structured Geomembrane (50 mil<br />
with Closure Turf erosion Resistant<br />
TABLE 3<br />
CLOSURE COST SUMMARY (2010)<br />
CRAZY HORSE SANITARY LANDFILL<br />
Layer 3 sf $ 1.75 2,883,904 $ 5,056,925<br />
b. Geocomposite LFG Panels 4 sf $ 1.39 29,425 $ 40,812<br />
c. Asphalt Concrete Surface sf $ 5.03 158,699 $ 798,254<br />
d. Geosynthetic testing percent 5% $ 294,800<br />
3. Construction Quality Assurance lump sum $ 625,000<br />
1 $ 625,000<br />
4. Revegetation acre $ 2,100<br />
66 $ 138,600<br />
5. Landfill Gas Monitoring Network lump sum $ -<br />
1 $<br />
-<br />
6. Gas Control System 4 lump sum $ 445,900<br />
1 $ 445,900<br />
7. Groundwater Monitoring System 5 lump sum $ -<br />
1 $<br />
-<br />
8. Drainage Structures lump sum $ 445,780<br />
1 $ 445,780<br />
9. Security Measures 6 lump sum $ 16,000<br />
1 $ 16,000<br />
10. Closure Survey, lump sum $ 201,057<br />
1 $ 201,057<br />
Access Roads<br />
11. Final Cover Extension lump sum $ 375,300<br />
1 $ 375,300<br />
(Module 1 GM replacement and Ext)<br />
Subtotal<br />
20% Contingency<br />
$<br />
$<br />
8,668,638<br />
1,733,728<br />
Total $ 10,402,365<br />
Notes<br />
1. Struckout items are either completed or not used in the geosynthetics <strong>final</strong> cover design<br />
2. Cover Profile - foundation layer (1 ft already in place), HDPE geomembrane , and Artificial Turf layer.<br />
3. Structured geomembrane/Artificial Turf on top deck and side-slopes. Unit costs reflect<br />
2009 construction season bids for geomembrane and geocomposite materials (inc. purchase, sales tax, and installation).<br />
4. LFG control system installation consists of collection piping network and geocomposite panels along topdeck perimeter and<br />
sideslopes (beneath liner)<br />
5. Groundwater monitoring system in-place. The existing network is sufficient to monitor site through<br />
post-<strong>closure</strong> per WDR R3-2007-0003 specifications<br />
6. New fence installation along southern boundary to increase security of groundwater wells has been completed.<br />
10397133 CHLF Closecosts.xlsx Golder Associates Inc.