2011-11-17_PERMIT FILE - C1982056A

• Permit No: C1982056A
• IBM Index Class Name: Permit File
• Doc Date: 11/17/2011
• Section_Exhibit Name: Appendix A Bonding Calculations Part 2
• Media Type: D
• Archive: Yes

NMD Power Borehole Bond Calculetlon5 (TR 00.37)
•
Road Exbnslon (2,500')
CuNen Removal
30' - 12' diameter 0 f7.36M = E 221
Ripping
Use D10N Dozer
Average Speetl = 1 mph
0,86 acres O 2 feet deep = 2,775 BCY
2,775 BCV O 1,796 BCY/hr = 1.55 hrs
1.55 hrs x 5198.67mr = E 308
Topsoil Replacement
Use DB Dozer
Average push tlistence 300 M
2,775 BCV O 1.125 swell factor = 3,121.88
3,122 LCY O 58.04 LCYOx = 53.79
53.79 hrs x f71.41R1r = f 3,841
Revageblbn
Assume cast for seed, disNNr9, harmwsrg,
contour furtowing, antl lerslizauon O 5285.66/acre
O.B6 acres x E285.fi4 = f 246
Tobl Raetl Extension Cost S 1,616
Sib Worts (200' a 200')
Ripping -Use D10N Dozer
0.92 acres O 2' tleep = 2968 BCY
2,969 BCY O 1,796 BCVmr = 1.7 hrs
1.7 hrs x E198.67/hr = E 328
Topsoil Replacement
Use D6 Dozer
Average push tlLSterlce 300 K
2,963 BGV O 1.125 swell faGlor 3333 LCY
• 3,333 LCV O 58.04 LCYrhr 57.43
57.43 hrs z 571.41mr = f 4,101
Revegebtion
Assume cost for seed, diskirlg, harrowing,
conour turtowing, and IernlizeEOn O 5285.6Mecre
0.92acres x (285.64 = E 263
Total Slb Area Cost f 4,691
Power Llne
Approximately 12,000 n wootl erq wire O 51.88115 = f 22.560
$absbtlOn $iN01Uree
Translortner Concrete Pads-
3 x 15' • 12' =540 t11 x 56.68 f 3,607
Switchgear/Control Builtlirg -
14' x 30' a 8' = 3,360 CF O f0.1fl1CF E 605
SwilchgearrCOnirol Buil0ing Fountlaoon
14'x30' = 420 t2 x E6.68 = E 2.806
Fence Removal
344 n x f1.68M = f 647
7obl Subsbtlon Structures Cost f 7,660
Power BoreMle
Manhole Vault - 5' x 5'x 5' = 4.6ty x S6.fielty 31
Drill Rig for Grouting est. 32 hrs O f125lhr = 4.000
157 ty grout O f 110/ty, delivered = 17.270
7obl Borehole Cost S 21,301
Subtotal f 60,832
Admin (8%) 5 4,867
• Tobl Recbmatlon Cost S 85,699
A~9~93®9~E9B JUN 1 4 2000
TR OP37 88 O5r1 SAO