Cna Spreadsheet

7/28/2019 Cna Spreadsheet

1/33

150103871.xls.ms_office

12' Diam. Tunnel 16' Diam. Tunnel 12' Diam. Tunnel 16' Diam. Tunnel 12' Diam. Tunnel 16' Diam. Tu

Shafts $413.6 $413.6 $263.1 $263.1 $174.0 $Caverns $232.1 $232.1 $238.2 $238.2 $242.5 $TBM Tunnels $875.8 $1,066.3 $1,106.3 $1,356.5 $1,205.3 $1,DB Tunnel $36.3 $36.3 $36.3 $36.3 $36.3 Risers $3.3 $3.3 $2.1 $2.1 $1.6 Portals $2.1 $2.1 $2.1 $2.1 $2.1 Misc $83.6 $93.2 $87.9 $100.4 $88.6 $

Subtotal $1,646.8 $184.7 $1,736.0 $1,998.7 $1,750.4 $2,

Contingency (25%) $411.7 $461.7 $434.0 $499.7 $437.6 $Subtotal $2,058.5 $2,308.6 $2,170.0 $2,498.4 $2,188.0 $2,

EDIA (17.5%) $360.2 $404.0 $379.8 $437.2 $382.9 $Grand Total $2,418.7 $2,712.6 $2,549.8 $2,935.6 $2,570.9 $2,

ItemNorth Ring Inclined North Ring Flat South Ring Inclined

D. Lee Petersen Page 1 6/6/


2/33

Appendix A -- VLHC Components Summary150103871.xls.ms_office

Ref #

DescriptionStarting

Station

Segment

Length

Ending

Station

Component

Type

Finished

Diameter

or Width

(m)

Finished

Height or

Width (m)

Finished

Length (m)

1 Type A Site Equipment Shaft 0000+00.00 0000+00.00 Shaft 9.25

2 Type A Site EV Shaft 0000+00.00 0000+00.00 Shaft 4.603 Type A Site Cryogenics Cavern 0000+00.00 0000+00.00 Cavern 12.20 12.20 12.204 Type A Site Power Distribution Alcove 0000+00.00 0000+00.00 Cavern 7.62 2.84 12.205 Type A Site Personnel Tunnel 0000+00.00 0000+00.00 DB Tunnel 2.44 25.916 Type A Site Equipment Tunnel 0000+00.00 0000+00.00 DB Tunnel 3.05 80.797 Type A Site Utility Penetrations 0000+00.00 0000+00.00 Misc 0.76 132.418 Type A Site Groundwater Cavern 0000+00.00 0000+00.00 Cavern 12.00 12.00 55.009 Straight 0000+00.00 137.00 0001+37.00 Tunnel 3.6610 Bend 0001+37.00 723.38 0008+60.38 Tunnel 3.6611 Straight 0008+60.38 820.00 0016+80.38 Tunnel 3.6612 Experimental Cavern 0016+80.38 0016+80.38 Cavern 30.00 45.00 10013 E.C. Cable Electronics Shaft 0016+80.38 0016+80.38 Shaft 13.00 18.0014 E.C. Utility Shaft 0016+80.38 0016+80.38 Shaft 13.00 17.5015 E.C. Installation Shaft 0016+80.38 0016+80.38 Shaft 18.00 28.0016 E.C. Installation Shaft 0016+80.38 0016+80.38 Shaft 18.00 25.00

17 E.C. Connection Tunnels 0016+80.38 0016+80.38 DB Tunnel 13.00 9518 E.C. Utlity Bypass Tunnel 0016+80.38 0016+80.38 DB Tunnel 9.25 29419 Straight 0016+80.38 820.00 0025+00.38 Tunnel 3.6620 Bend 0025+00.38 994.67 0034+95.05 Tunnel 3.6621 Abort tunnel cavern 0034+95.05 0034+95.05 Cavern 7.85 5.00 65022 Straight 0034+95.05 410.00 0039+05.05 Tunnel 7.6223 RFKT cavern 0039+05.05 0039+05.05 Cavern 7.60 7.60 7524 RFKT Equipment shaft 0039+05.05 0039+05.05 Shaft 9.2525 RFKT Utility Penetrations 0039+05.05 0039+05.05 Misc 0.76 132.4126 RFKT Personnel Tunnel 0039+05.05 0039+05.05 DB Tunnel 2.44 25.9127 Straight 0039+05.05 130.00 0040+35.05 Tunnel 7.6228 Injection-Straight interface cavern 0040+35.05 0040+35.05 Cavern 7.62 7.62 10029 Straight 0040+35.05 660.00 0046+95.05 Tunnel 7.6230 KMPS cavern 0046+95.05 0046+95.05 Cavern 7.60 7.60 6031 KMPS Equipment shaft 0046+95.05 0046+95.05 Shaft 4.6032 KMPS utility penetrations 0046+95.05 0046+95.05 Misc 0.30 132.4133 KMPS personnel tunnel 0046+95.05 0046+95.05 DB Tunnel 3.66 21.3634 Straight 0046+95.05 180.00 0048+75.05 Tunnel 7.6235 Bend 0048+75.05 4814.10 0096+89.15 Tunnel 3.6636 Mid site Cavern 0096+89.15 0096+89.15 Cavern 12.20 6.10 28.0537 Mid-site Shaft 0096+89.15 0096+89.15 Shaft 4.6038 Bend 0096+89.15 4844.57 0145+33.72 Tunnel 3.6639 E/V shaft 0145+33.72 0145+33.72 Shaft 4.6040 Bend 0145+33.72 4844.57 0193+78.29 Tunnel 3.6641 Type B Site Equipment Shaft 0193+78.29 0193+78.29 Shaft 9.2542 Type B Site EV Shaft 0193+78.29 0193+78.29 Shaft 4.6043 Type B Site Cryogenics Cavern 0193+78.29 0193+78.29 Cavern 12.20 12.20 12.2044 Type B Site Power Distribution Alcove 0193+78.29 0193+78.29 Cavern 7.62 2.84 12.2045 Type B Site Personnel Tunnel 0193+78.29 0193+78.29 DB Tunnel 2.44 25.9146 Type B Site Equipment Tunnel 0193+78.29 0193+78.29 DB Tunnel 3.05 80.7947 Type B Site Utility Penetrations 0193+78.29 0193+78.29 Misc 0.76 132.41

48 Bend 0193+78.29 4844.57 0242+22.86 Tunnel 3.6649 E/V shaft 0242+22.86 0242+22.86 Shaft 4.6050 Bend 0242+22.86 4844.57 0290+67.44 Tunnel 3.6651 Mid site Cavern 0290+67.44 0290+67.44 Cavern 12.20 6.10 28.0487852 Mid-site Shaft 0290+67.44 0290+67.44 Shaft 4.6053 Bend 0290+67.44 4844.57 0339+12.01 Tunnel 3.6654 E/V shaft 0339+12.01 0339+12.01 Shaft 4.6055 Bend 0339+12.01 4844.57 0387+56.58 Tunnel 3.6656 Type A Site Equipment Shaft 0387+56.58 0387+56.58 Shaft 9.2557 Type A Site EV Shaft 0387+56.58 0387+56.58 Shaft 4.6058 Type A Site Cryogenics Cavern 0387+56.58 0387+56.58 Cavern 12.20 12.20 12.2059 Type A Site Power Distribution Alcove 0387+56.58 0387+56.58 Cavern 7.62 2.84 12.2060 Type A Site Personnel Tunnel 0387+56.58 0387+56.58 DB Tunnel 2.44 25.9161 Type A Site Equipment Tunnel 0387+56.58 0387+56.58 DB Tunnel 3.05 80.7962 Type A Site Utility Penetrations 0387+56.58 0387+56.58 Misc 0.76 132.41

VLHC Component Summary


3/33


Ref #

DescriptionStarting

Station

Segment

Length

Ending

Station

Component

Type

Finished

Diameter

or Width

(m)

Finished

Height or

Width (m)

Finished

Length (m)


63 Type A Site Groundwater Cavern 0387+56.58 0387+56.58 Cavern 12.00 12.00 55.00

64 Bend 0387+56.58 4844.57 0436+01.15 Tunnel 3.6665 E/V shaft 0436+01.15 0436+01.15 Shaft 4.6066 Bend 0436+01.15 4844.57 0484+45.73 Tunnel 3.6667 Mid site Cavern 0484+45.73 0484+45.73 Cavern 12.20 6.10 28.0487868 Mid-site Shaft 0484+45.73 0484+45.73 Shaft 4.6069 Bend 0484+45.73 4844.57 0532+90.30 Tunnel 3.6670 E/V shaft 0532+90.30 0532+90.30 Shaft 4.6071 Bend 0532+90.30 4844.57 0581+34.87 Tunnel 3.6672 Type B Site Equipment Shaft 0581+34.87 0581+34.87 Shaft 9.2573 Type B Site EV Shaft 0581+34.87 0581+34.87 Shaft 4.6074 Type B Site Cryogenics Cavern 0581+34.87 0581+34.87 Cavern 12.20 12.20 12.2075 Type B Site Power Distribution Alcove 0581+34.87 0581+34.87 Cavern 7.62 2.84 12.2076 Type B Site Personnel Tunnel 0581+34.87 0581+34.87 DB Tunnel 2.44 25.9177 Type B Site Equipment Tunnel 0581+34.87 0581+34.87 DB Tunnel 3.05 80.7978 Type B Site Utility Penetrations 0581+34.87 0581+34.87 Misc 0.76 132.41

79 Bend 0581+34.87 4844.57 0629+79.44 Tunnel 3.6680 E/V shaft 0629+79.44 0629+79.44 Shaft 4.6081 Bend 0629+79.44 4844.57 0678+24.02 Tunnel 3.6682 Mid site Cavern 0678+24.02 0678+24.02 Cavern 12.20 6.10 28.0487883 Mid-site Shaft 0678+24.02 0678+24.02 Shaft 4.6084 Bend 0678+24.02 4844.57 0726+68.59 Tunnel 3.6685 E/V shaft 0726+68.59 0726+68.59 Shaft 4.6086 Bend 0726+68.59 4844.57 0775+13.16 Tunnel 3.6687 Type A Site Equipment Shaft 0775+13.16 0775+13.16 Shaft 9.2588 Type A Site EV Shaft 0775+13.16 0775+13.16 Shaft 4.6089 Type A Site Cryogenics Cavern 0775+13.16 0775+13.16 Cavern 12.20 12.20 12.2090 Type A Site Power Distribution Alcove 0775+13.16 0775+13.16 Cavern 7.62 2.84 12.2091 Type A Site Personnel Tunnel 0775+13.16 0775+13.16 DB Tunnel 2.44 25.9192 Type A Site Equipment Tunnel 0775+13.16 0775+13.16 DB Tunnel 3.05 80.7993 Type A Site Utility Penetrations 0775+13.16 0775+13.16 Misc 0.76 132.4194 Type A Site Groundwater Cavern 0775+13.16 0775+13.16 Cavern 12.00 12.00 55.0095 Bend 0775+13.16 4844.57 0823+57.73 Tunnel 3.6696 E/V shaft 0823+57.73 0823+57.73 Shaft 4.6097 Bend 0823+57.73 4844.57 0872+02.31 Tunnel 3.6698 Mid site Cavern 0872+02.31 0872+02.31 Cavern 12.20 6.10 28.0487899 Mid-site Shaft 0872+02.31 0872+02.31 Shaft 4.60

100 Bend 0872+02.31 4844.57 0920+46.88 Tunnel 3.66101 E/V shaft 0920+46.88 0920+46.88 Shaft 4.60102 Bend 0920+46.88 4844.57 0968+91.45 Tunnel 3.66103 Type B Site Equipment Shaft 0968+91.45 0968+91.45 Shaft 9.25104 Type B Site EV Shaft 0968+91.45 0968+91.45 Shaft 4.60105 Type B Site Cryogenics Cavern 0968+91.45 0968+91.45 Cavern 12.20 12.20 12.20106 Type B Site Power Distribution Alcove 0968+91.45 0968+91.45 Cavern 7.62 2.84 12.20107 Type B Site Personnel Tunnel 0968+91.45 0968+91.45 DB Tunnel 2.44 25.91108 Type B Site Equipment Tunnel 0968+91.45 0968+91.45 DB Tunnel 3.05 80.79109 Type B Site Utility Penetrations 0968+91.45 0968+91.45 Misc 0.76 132.41

110 Bend 0968+91.45 4844.57 1017+36.03 Tunnel 3.66111 E/V shaft 1017+36.03 1017+36.03 Shaft 4.60112 Bend 1017+36.03 4844.57 1065+80.60 Tunnel 3.66113 Mid site Cavern 1065+80.60 1065+80.60 Cavern 12.20 6.10 28.04878114 Mid-site Shaft 1065+80.60 1065+80.60 Shaft 4.60115 Bend 1065+80.60 4814.10 1113+94.70 Tunnel 3.66116 Straight 1113+94.70 180.00 1115+74.70 Tunnel 7.62117 KMPS cavern 1115+74.70 1115+74.70 Cavern 7.60 7.60 60118 KMPS Equipment shaft 1115+74.70 1115+74.70 Shaft 4.60119 KMPS utility penetrations 1115+74.70 1115+74.70 Misc 0.30 132.41120 KMPS personnel tunnel 1115+74.70 1115+74.70 DB Tunnel 3.66 21.36121 Straight 1115+74.70 660.00 1122+34.70 Tunnel 7.62122 Injection-Straight interface cavern 1122+34.70 1122+34.70 Cavern 7.62 7.62 100123 Straight 1122+34.70 130.00 1123+64.70 Tunnel 7.62124 Straight 1123+64.70 410.00 1127+74.70 Tunnel 7.62


4/33


Ref #

DescriptionStarting

Station

Segment

Length

Ending

Station

Component

Type

Finished

Diameter

or Width

(m)

Finished

Height or

Width (m)

Finished

Length (m)


125 Bend 1127+74.70 994.67 1137+69.36 Tunnel 3.66

126 Straight 1137+69.36 820.00 1145+89.36 Tunnel 3.66127 Straight 1145+89.36 820.00 1154+09.36 Tunnel 3.66128 Bend 1154+09.36 723.38 1161+32.74 Tunnel 3.66129 Straight 1161+32.74 137.00 1162+69.74 Tunnel 3.66130 Type A Site Equipment Shaft 1162+69.74 1162+69.74 Shaft 9.25131 Type A Site EV Shaft 1162+69.74 1162+69.74 Shaft 4.60132 Type A Site Cryogenics Cavern 1162+69.74 1162+69.74 Cavern 12.20 12.20 12.20133 Type A Site Power Distribution Alcove 1162+69.74 1162+69.74 Cavern 7.62 2.84 12.20134 Type A Site Personnel Tunnel 1162+69.74 1162+69.74 DB Tunnel 2.44 25.91135 Type A Site Equipment Tunnel 1162+69.74 1162+69.74 DB Tunnel 3.05 80.79136 Type A Site Utility Penetrations 1162+69.74 1162+69.74 Misc 0.76 132.41137 Type A Site Groundwater Cavern 1162+69.74 1162+69.74 Cavern 12.00 12.00 55.00138 Straight 1162+69.74 137.00 1164+06.74 Tunnel 3.66139 Bend 1164+06.74 723.38 1171+30.12 Tunnel 3.66140 Straight 1171+30.12 820.00 1179+50.12 Tunnel 3.66

141 Straight 1179+50.12 820.00 1187+70.12 Tunnel 3.66142 Bend 1187+70.12 994.67 1197+64.79 Tunnel 3.66143 Straight 1197+64.79 410.00 1201+74.79 Tunnel 7.62144 Straight 1201+74.79 130.00 1203+04.79 Tunnel 7.62145 Straight 1203+04.79 660.00 1209+64.79 Tunnel 7.62146 KMPS cavern 1209+64.79 1209+64.79 Cavern 7.60 7.60 60147 KMPS Equipment shaft 1209+64.79 1209+64.79 Shaft 4.60148 KMPS utility penetrations 1209+64.79 1209+64.79 Misc 0.30 132.41149 KMPS personnel tunnel 1209+64.79 1209+64.79 DB Tunnel 3.66 21.36150 Straight 1209+64.79 180.00 1211+44.79 Tunnel 3.66151 Bend 1211+44.79 4814.10 1259+58.89 Tunnel 3.66152 Mid site Cavern 1259+58.89 1259+58.89 Cavern 12.20 6.10 28.04878153 Mid-site Shaft 1259+58.89 1259+58.89 Shaft 4.60154 Bend 1259+58.89 4844.57 1308+03.46 Tunnel 3.66155 E/V shaft 1308+03.46 1308+03.46 Shaft 4.60156 Bend 1308+03.46 4844.57 1356+48.03 Tunnel 3.66157 Type B Site Equipment Shaft 1356+48.03 1356+48.03 Shaft 9.25158 Type B Site EV Shaft 1356+48.03 1356+48.03 Shaft 4.60159 Type B Site Cryogenics Cavern 1356+48.03 1356+48.03 Cavern 12.20 12.20 12.20160 Type B Site Power Distribution Alcove 1356+48.03 1356+48.03 Cavern 7.62 2.84 12.20161 Type B Site Personnel Tunnel 1356+48.03 1356+48.03 DB Tunnel 2.44 25.91162 Type B Site Equipment Tunnel 1356+48.03 1356+48.03 DB Tunnel 3.05 80.79163 Type B Site Utility Penetrations 1356+48.03 1356+48.03 Misc 0.76 132.41164 Bend 1356+48.03 4844.57 1404+92.61 Tunnel 3.66165 E/V shaft 1404+92.61 1404+92.61 Shaft 4.60166 Bend 1404+92.61 4844.57 1453+37.18 Tunnel 3.66167 Mid site Cavern 1453+37.18 1453+37.18 Cavern 12.20 6.10 28.04878168 Mid-site Shaft 1453+37.18 1453+37.18 Shaft 4.60169 Bend 1453+37.18 4844.57 1501+81.75 Tunnel 3.66170 E/V shaft 1501+81.75 1501+81.75 Shaft 4.60171 Bend 1501+81.75 4844.57 1550+26.32 Tunnel 3.66

172 Type A Site Equipment Shaft 1550+26.32 1550+26.32 Shaft 9.25173 Type A Site EV Shaft 1550+26.32 1550+26.32 Shaft 4.60174 Type A Site Cryogenics Cavern 1550+26.32 1550+26.32 Cavern 12.20 12.20 12.20175 Type A Site Power Distribution Alcove 1550+26.32 1550+26.32 Cavern 7.62 2.84 12.20176 Type A Site Personnel Tunnel 1550+26.32 1550+26.32 DB Tunnel 2.44 25.91177 Type A Site Equipment Tunnel 1550+26.32 1550+26.32 DB Tunnel 3.05 80.79178 Type A Site Utility Penetrations 1550+26.32 1550+26.32 Misc 0.76 132.41179 Type A Site Groundwater Cavern 1550+26.32 1550+26.32 Cavern 12.00 12.00 55.00180 Bend 1550+26.32 4844.57 1598+70.90 Tunnel 3.66181 E/V shaft 1598+70.90 1598+70.90 Shaft 4.60182 Bend 1598+70.90 4844.57 1647+15.47 Tunnel 3.66183 Mid site Cavern 1647+15.47 1647+15.47 Cavern 12.20 6.10 28.04878184 Mid-site Shaft 1647+15.47 1647+15.47 Shaft 4.60185 Bend 1647+15.47 4844.57 1695+60.04 Tunnel 3.66186 E/V shaft 1695+60.04 1695+60.04 Shaft 4.60


5/33


Ref #

DescriptionStarting

Station

Segment

Length

Ending

Station

Component

Type

Finished

Diameter

or Width

(m)

Finished

Height or

Width (m)

Finished

Length (m)


187 Bend 1695+60.04 4844.57 1744+04.61 Tunnel 3.66

188 Type B Site Equipment Shaft 1744+04.61 1744+04.61 Shaft 9.25189 Type B Site EV Shaft 1744+04.61 1744+04.61 Shaft 4.60190 Type B Site Cryogenics Cavern 1744+04.61 1744+04.61 Cavern 12.20 12.20 12.20191 Type B Site Power Distribution Alcove 1744+04.61 1744+04.61 Cavern 7.62 2.84 12.20192 Type B Site Personnel Tunnel 1744+04.61 1744+04.61 DB Tunnel 2.44 25.91193 Type B Site Equipment Tunnel 1744+04.61 1744+04.61 DB Tunnel 3.05 80.79194 Type B Site Utility Penetrations 1744+04.61 1744+04.61 Misc 0.76 132.41195 Bend 1744+04.61 4844.57 1792+49.19 Tunnel 3.66196 E/V shaft 1792+49.19 1792+49.19 Shaft 4.60197 Bend 1792+49.19 4844.57 1840+93.76 Tunnel 3.66198 Mid site Cavern 1840+93.76 1840+93.76 Cavern 12.20 6.10 28.04878199 Mid-site Shaft 1840+93.76 1840+93.76 Shaft 4.60200 Bend 1840+93.76 4844.57 1889+38.33 Tunnel 3.66201 E/V shaft 1889+38.33 1889+38.33 Shaft 4.60202 Bend 1889+38.33 4844.57 1937+82.90 Tunnel 3.66

203 Type A Site Equipment Shaft 1937+82.90 1937+82.90 Shaft 9.25204 Type A Site EV Shaft 1937+82.90 1937+82.90 Shaft 4.60205 Type A Site Cryogenics Cavern 1937+82.90 1937+82.90 Cavern 12.20 12.20 12.20206 Type A Site Power Distribution Alcove 1937+82.90 1937+82.90 Cavern 7.62 2.84 12.20207 Type A Site Personnel Tunnel 1937+82.90 1937+82.90 DB Tunnel 2.44 25.91208 Type A Site Equipment Tunnel 1937+82.90 1937+82.90 DB Tunnel 3.05 80.79209 Type A Site Utility Penetrations 1937+82.90 1937+82.90 Misc 0.76 132.41210 Type A Site Groundwater Cavern 1937+82.90 1937+82.90 Cavern 12.00 12.00 55.00211 Bend 1937+82.90 4844.57 1986+27.48 Tunnel 3.66212 E/V shaft 1986+27.48 1986+27.48 Shaft 4.60213 Bend 1986+27.48 4844.57 2034+72.05 Tunnel 3.66214 Mid site Cavern 2034+72.05 2034+72.05 Cavern 12.20 6.10 28.04878215 Mid-site Shaft 2034+72.05 2034+72.05 Shaft 4.60216 Bend 2034+72.05 4844.57 2083+16.62 Tunnel 3.66217 E/V shaft 2083+16.62 2083+16.62 Shaft 4.60218 Bend 2083+16.62 4844.57 2131+61.20 Tunnel 3.66219 Type B Site Equipment Shaft 2131+61.20 2131+61.20 Shaft 9.25220 Type B Site EV Shaft 2131+61.20 2131+61.20 Shaft 4.60221 Type B Site Cryogenics Cavern 2131+61.20 2131+61.20 Cavern 12.20 12.20 12.20222 Type B Site Power Distribution Alcove 2131+61.20 2131+61.20 Cavern 7.62 2.84 12.20223 Type B Site Personnel Tunnel 2131+61.20 2131+61.20 DB Tunnel 2.44 25.91224 Type B Site Equipment Tunnel 2131+61.20 2131+61.20 DB Tunnel 3.05 80.79225 Type B Site Utility Penetrations 2131+61.20 2131+61.20 Misc 0.76 132.41226 Bend 2131+61.20 4844.57 2180+05.77 Tunnel 3.66227 E/V shaft 2180+05.77 2180+05.77 Shaft 4.60228 Bend 2180+05.77 4844.57 2228+50.34 Tunnel 3.66229 Mid site Cavern 2228+50.34 2228+50.34 Cavern 12.20 6.10 28.04878230 Mid-site Shaft 2228+50.34 2228+50.34 Shaft 4.60231 Bend 2228+50.34 4814.10 2276+64.44 Tunnel 3.66232 Straight 2276+64.44 180.00 2278+44.44 Tunnel 7.62233 KMPS cavern 2278+44.44 2278+44.44 Cavern 7.60 7.60 60

234 KMPS Equipment shaft 2278+44.44 2278+44.44 Shaft 4.60235 KMPS utility penetrations 2278+44.44 2278+44.44 Misc 0.30 132.41236 KMPS personnel tunnel 2278+44.44 2278+44.44 DB Tunnel 3.66 21.36237 Straight 2278+44.44 660.00 2285+04.44 Tunnel 7.62238 Injection-Straight interface cavern 2285+04.44 2285+04.44 Cavern 7.62 7.62 100.00239 Straight 2285+04.44 130.00 2286+34.44 Tunnel 7.62240 RFKT cavern 2286+34.44 2286+34.44 Cavern 7.60 7.60 75.00241 RFKT Equipment shaft 2286+34.44 2286+34.44 Shaft 9.25242 RFKT Utility Penetrations 2286+34.44 2286+34.44 Misc 0.76 132.41243 RFKT Personnel Tunnel 2286+34.44 2286+34.44 DB Tunnel 2.44 25.91241 Straight 2286+34.44 410.00 2290+44.44 Tunnel 7.62242 Abort tunnel cavern 2290+44.44 2290+44.44 Cavern 7.85 5.00 650243 Bend 2290+44.44 994.67 2300+39.11 Tunnel 3.66244 Straight 2300+39.11 820.00 2308+59.11 Tunnel 3.66245 Experimental Cavern 2308+59.11 2308+59.11 Cavern 30.00 45.00 100


6/33


Ref #

DescriptionStarting

Station

Segment

Length

Ending

Station

Component

Type

Finished

Diameter

or Width

(m)

Finished

Height or

Width (m)

Finished

Length (m)


246 Cable Electronics Shaft 2308+59.11 2308+59.11 Shaft 9.00

247 Utility Shaft 2308+59.11 2308+59.11 Shaft 10.00248 Installation Shaft 2308+59.11 2308+59.11 Shaft 11.00 18.00249 Installation Shaft 2308+59.11 2308+59.11 Shaft 11.00 18.00250 Personnel Shaft 2308+59.11 2308+59.11 Shaft 9.00251 Connection Tunnels 2308+59.11 2308+59.11 DB Tunnel 13.00 95252 Utlity Bypass Tunnel 2308+59.11 2308+59.11 DB Tunnel 9.25 294253 Straight 2308+59.11 820.00 2316+79.11 Tunnel 3.66254 Bend 2316+79.11 723.38 2324+02.49 Tunnel 3.66255 Straight 2324+02.49 137.00 2325+39.49 Tunnel 3.66256 Type A Site (repeat of first) 2325+39.49 2325+39.49257 Site Riser 1 0000+00.00 0029+06.74 Riser 0.50258 Site Riser 2 0029+06.74 0087+20.23 Riser 0.50259 Site Riser 3 0087+20.23 0145+34.58 Riser 0.50260 Site Riser 4 0145+34.58 0203+48.94 Riser 0.50261 Site Riser 5 0203+48.94 0261+63.29 Riser 0.50

262 Site Riser 6 0261+63.29 0319+77.64 Riser 0.50263 Site Riser 7 0319+77.64 0377+91.99 Riser 0.50264 Site Riser 8 0377+91.99 0436+06.34 Riser 0.50265 Site Riser 9 0436+06.34 0494+20.70 Riser 0.50266 Site Riser 10 0494+20.70 0552+35.05 Riser 0.50267 Site Riser 11 0552+35.05 0610+49.40 Riser 0.50268 Site Riser 12 0610+49.40 0668+63.75 Riser 0.50269 Site Riser 13 0668+63.75 0726+78.11 Riser 0.50270 Site Riser 14 0726+78.11 0784+92.46 Riser 0.50271 Site Riser 15 0784+92.46 0843+06.81 Riser 0.50272 Site Riser 16 0843+06.81 0901+21.16 Riser 0.50273 Site Riser 17 0901+21.16 0959+35.51 Riser 0.50274 Site Riser 18 0959+35.51 1017+49.87 Riser 0.50275 Site Riser 19 1017+49.87 1075+64.22 Riser 0.50276 Site Riser 20 1075+64.22 1133+78.57 Riser 0.50277 Site Riser 21 1133+78.57 1191+92.92 Riser 0.50278 Site Riser 22 1191+92.92 1250+07.28 Riser 0.50279 Site Riser 23 1250+07.28 1308+21.63 Riser 0.50280 Site Riser 24 1308+21.63 1366+35.98 Riser 0.50281 Site Riser 25 1366+35.98 1424+50.33 Riser 0.50282 Site Riser 26 1424+50.33 1482+64.68 Riser 0.50283 Site Riser 27 1482+64.68 1540+79.04 Riser 0.50284 Site Riser 28 1540+79.04 1598+93.39 Riser 0.50285 Site Riser 29 1598+93.39 1657+07.74 Riser 0.50286 Site Riser 30 1657+07.74 1715+22.09 Riser 0.50287 Site Riser 31 1715+22.09 1773+36.45 Riser 0.50288 Site Riser 32 1773+36.45 1831+50.80 Riser 0.50289 Site Riser 33 1831+50.80 1889+65.15 Riser 0.50290 Site Riser 34 1889+65.15 1947+79.50 Riser 0.50291 Site Riser 35 1947+79.50 2005+93.85 Riser 0.50292 Site Riser 36 2005+93.85 2064+08.21 Riser 0.50

293 Site Riser 37 2064+08.21 2122+22.56 Riser 0.50294 Site Riser 38 2122+22.56 2180+36.91 Riser 0.50295 Site Riser 39 2180+36.91 2238+51.26 Riser 0.50296 Site Riser 40 2238+51.26 2296+65.62 Riser 0.50297 Abort Line Tunnel 2290+44.44 3495.05 2325+39.49 Tunnel 3.66298 Beam Stop Cavern 2325+39.49 2325+39.49 Cavern 16 16 40299 Beam Stop Cavern Equipment Shaft 2325+39.49 2325+39.49 Shaft 9.25300 Beam Stop Cavern E/V Shaft 2325+39.49 2325+39.49 Shaft 4.6301 Abort Line Tunnel 0000+00.00 3495.05 0034+95.05 Tunnel 3.66302 Stage 2 Bypass Tunnel (1/2) 2290+44.44 3495.05 2325+39.49 Tunnel 3.66303 Stage 2 Bypass Tunnel (1/2) 0000+00.00 3495.05 0034+95.05 Tunnel 3.66304 Utility Straight East of Fermi 2276+64.44 2276+64.44 Cavern 7.62 7.62 1380.00305 Utility Straight West of Fermi 0034+95.05 0048+75.05 Cavern 7.62 7.62 1380.00306 Near Side Magnet Ramp Portal 0048+75.05 0048+75.05 Portal307 Near Side Magnet Ramp Portal 0048+75.05 0048+75.05 Portal


7/33


Ref #

DescriptionStarting

Station

Segment

Length

Ending

Station

Component

Type

Finished

Diameter

or Width

(m)

Finished

Height or

Width (m)

Finished

Length (m)


308 Far Side Magnet Ramp Portal 0048+75.05 0048+75.05 Portal

D. Lee Petersen Page 7 6/6/2013


8/33

150103871.xls.ms_office

12' Diam 1 2 3 4 5 16' Diameter c 1

A $2,517 $2,040 $2,006 $1,942 $1,942 A $3,204

B $4,235 $3,656 $3,613 $3,523 $3,523 B $5,377

C $5,965 $5,206 $5,154 $5,048 $5,048 C $7,417

127% 119% 118% 116% 116%

127% 122% 121% 120% 120%

124% 120% 119% 118% 118%


9/33

Value Unit Value Unit

TBM Type A, 12' diam, first drive $2,517 mTBM Type A, 12' diam, second drive $2,040 mTBM Type A, 12' diam, third drive $2,006 m

TBM Type A, 12' diam, fourth drive $1,942 mTBM Type A, 12' diam, fifth drive $1,942 m

TBM Type A, 16' diam, first drive $3,204 mTBM Type A, 16' diam, second drive $2,418 mTBM Type A, 16' diam, third drive $2,360 mTBM Type A, 16' diam, fourth drive $2,243 mTBM Type A, 16' diam, fifth drive $2,243 m

TBM Type B, 12' diam, first drive $4,235 mTBM Type B, 12' diam, second drive $3,656 mTBM Type B, 12' diam, third drive $3,613 mTBM Type B, 12' diam, fourth drive $3,523 mTBM Type B, 12' diam, fifth drive $3,523 m

TBM Type B, 16' diam, first drive $5,377 mTBM Type B, 16' diam, second drive $4,450 mTBM Type B, 16' diam, third drive $4,377 mTBM Type B, 16' diam, fourth drive $4,229 mTBM Type B, 16' diam, fifth drive $4,229 m

TBM Type C, 12' diam, first drive $5,965 mTBM Type C, 12' diam, second drive $5,206 mTBM Type C, 12' diam, third drive $5,154 mTBM Type C, 12' diam, fourth drive $5,048 mTBM Type C, 12' diam, fifth drive $5,048 m

TBM Type C, 16' diam, first drive $7,417 mTBM Type C, 16' diam, second drive $6,223 m

TBM Type C, 16' diam, third drive $6,133 mTBM Type C, 16' diam, fourth drive $5,956 mTBM Type C, 16' diam, fifth drive $5,956 m

DB Tunnel $200 ft^2 $2,151.68 m^2Shaft excavation, soil,15' diameter $38 cy $50.27 cmShaft excavation, soil,30' diameter $31 cy $40.21 cmShaft excavation, soil, large $15 cy $20.11 cmShaft excavation, rock,15' diameter $231 cy $301.60 c mShaft excavation, rock,30' diameter $154 cy $201.07 c m

Shaft excavation, rock, large $77 cy $100.53 cmShaft initial support, soil $38 sf $413.78 smShaft initial support, rock $19 sf $206.89 smShaft grouting, soil & rock $4 sf $41.38 smShaft concrete lining $31 sf $331.03 smShaft water control $8 sf $82.76 smAlignment holes $100 ft $328.00 mTunnel to cavern penetrations $500 ft $1,640.00 m

English Units Metric Units

Item


10/33

HMM TBM PricesThe background unit prices contained on this pane are combined into appropriate cells in the Unit Price pane.

Estimate SummaryCNA's

12 ft dia tunnel (3.66 m) Adjust $/mPrices from Brian Garrod, HMM (used in estimate)

Rock Type Tunnel Drive Tunnel Length Drive Cost TBM setup Total Total/m (see below)(m)

A First 4800 8,160,000 400,000 8,560,000 $1,783 $2,517A Second 4800 6,070,000 200,000 6,270,000 $1,306 $2,040A Third 4800 5,910,000 200,000 6,110,000 $1,273 $2,006A Fourth 4800 5,600,000 200,000 5,800,000 $1,208 $1,942A Fifth 4800 5,600,000 200,000 5,800,000 $1,208 $1,942

B First 4800 18,930,000 400,000 19,330,000 $4,027 $4,235B Second 4800 16,350,000 200,000 16,550,000 $3,448 $3,656B Third 4800 16,140,000 200,000 16,340,000 $3,404 $3,613B Fourth 4800 15,710,000 200,000 15,910,000 $3,315 $3,523B Fifth 4800 15,710,000 200,000 15,910,000 $3,315 $3,523

C First 4800 26,630,000 400,000 27,030,000 $5,631 $5,965C Second 4800 23,190,000 200,000 23,390,000 $4,873 $5,206C Third 4800 22,940,000 200,000 23,140,000 $4,821 $5,154C Fourth 4800 22,430,000 200,000 22,630,000 $4,715 $5,048

C Fifth 4800 22,430,000 200,000 22,630,000 $4,715 $5,048

16 ft dia tunnel (4.88 m) Adjust $/m(used in estimate)

Rock Type Tunnel Drive Tunnel Length Drive Cost TBM setup Total Total/m (see below)(m)

A First 4800 10,930,000 400,000 11,330,000 $2,360 $3,204A Second 4800 7,360,000 200,000 7,560,000 $1,575 $2,418A Third 4800 7,080,000 200,000 7,280,000 $1,517 $2,360A Fourth 4800 6,520,000 200,000 6,720,000 $1,400 $2,243A Fifth 4800 6,520,000 200,000 6,720,000 $1,400 $2,243

B First 4800 24,410,000 400,000 24,810,000 $5,169 $5,377B Second 4800 20,160,000 200,000 20,360,000 $4,242 $4,450B Third 4800 19,810,000 200,000 20,010,000 $4,169 $4,377

B Fourth 4800 19,100,000 200,000 19,300,000 $4,021 $4,229B Fifth 4800 19,100,000 200,000 19,300,000 $4,021 $4,229

C First 4800 33 360 000 400 000 33 760 000 $7 033 $7 417


11/33

Characterization of Fermi Regional GeoGeologic Cross Section 228km Ring N of Fermi

Circumference Kilometers Miles

228.00 141.59 3.1416

Compass Degree Station (miles) Station (scaled ft) Surface elev. Groundwater elev. Top of Rock Top

0 0 0.00 922 380 620 3 1 26.40 873 375 600

5 2 52.80 889 375 600 8 3 79.20 785 370 610 10 4 105.60 741 370 610 13 5 132.00 748 365 600

15 6 158.40 741 365 550 18 7 184.80 778 365 540 20 8 211.20 787 360 530

23 9 237.60 778 360 510 25 10 264.00 835 360 520 28 11 290.40 796 360 510 30 12 316.80 798 355 500

33 13 343.20 739 355 510 35 14 369.60 720 350 520

38 15 396.00 706 340 520 41 16 422.40 751 330 510 43 17 448.80 759 320 510

46 18 475.20 686 310 500 48 19 501.60 669 300 490 51 20 528.00 695 320 490 53 21 554.40 723 340 500

56 22 580.80 695 350 510 58 23 607.20 736 340 520 61 24 633.60 706 330 510

63 25 660.00 695 340 500 66 26 686.40 682 350 490 68 27 712.80 677 340 490 71 28 739.20 666 330 480

74 29 765.60 663 340 480 76 30 792.00 666 350 480 79 31 818.40 684 300 490

81 32 844.80 692 285 490 84 33 871.20 663 270 500 86 34 897.60 643 250 500 89 35 924.00 650 225 500

91 36 950.40 659 200 500

94 37 976.80 672 175 510 96 38 1003.20 646 150 510 99 39 1029.60 637 125 520

101 40 1056.00 640 100 520 104 41 1082.40 666 50 510

106 42 1108.80 673 50 500 109 43 1135.20 653 100 500 112 44 1161.60 650 100 525 114 45 1188.00 637 105 550

117 46 1214.40 633 110 555 119 47 1240.80 640 115 560 122 48 1267.20 645 115 570

124 49 1293.60 657 115 575 127 50 1320.00 663 110 580 129 51 1346.40 653 105 585

132 52 1372.80 663 100 590 134 53 1399.20 679 100 600 137 54 1425.60 707 125 610 139 55 1452 00 669 150 610


12/33

Compass Degree Station (miles) Station (scaled ft) Surface elev. Groundwater elev. Top of Rock Top218 86 2270.40 870 550 650

221 87 2296.80 877 625 700223 88 2323.20 869 600 710

226 89 2349.60 870 620 700

228 90 2376.00 886 630 700231 91 2402.40 873 640 700

233 92 2428.80 876 650 690236 93 2455.20 903 700 700

238 94 2481.60 926 710 710241 95 2508.00 876 710 720

243 96 2534.40 885 700 730246 97 2560.80 928 695 750

248 98 2587.20 922 690 760

251 99 2613.60 900 685 760254 100 2640.00 892 680 750

256 101 2666.40 847 675 740259 102 2692.80 837 625 730

261 103 2719.20 838 675 730264 104 2745.60 833 675 740

266 105 2772.00 859 675 750

269 106 2798.40 852 680 800271 107 2824.80 827 685 810

274 108 2851.20 820 695 800276 109 2877.60 783 700 775

279 110 2904.00 784 705 750281 111 2930.40 787 710 740

284 112 2956.80 797 715 740

286 113 2983.20 796 720 750

289 114 3009.60 800 720 750292 115 3036.00 826 720 760294 116 3062.40 863 720 750

297 117 3088.80 863 715 700299 118 3115.20 855 710 650

302 119 3141.60 864 705 625304 120 3168.00 934 700 600

307 121 3194.40 987 690 650309 122 3220.80 987 670 700

312 123 3247.20 1018 650 750

314 124 3273.60 981 625 800 317 125 3300.00 955 600 800

319 126 3326.40 928 590 750 322 127 3352.80 937 570 750

325 128 3379.20 953 550 760

327 129 3405.60 994 525 770 330 130 3432.00 922 500 760 332 131 3458.40 926 480 750

335 132 3484.80 918 470 725

337 133 3511.20 896 460 700 340 134 3537.60 908 450 675

342 135 3564.00 916 440 650 345 136 3590.40 909 430 640

347 137 3616.80 903 420 650 350 138 3643.20 830 410 650

352 139 3669.60 839 400 650

355 140 3696.00 848 395 640 357 141 3722.40 892 390 630 360 142 3748.80 892 380 620


13/33

-200

0

200

400

600

800

1000

0000+00. 0250+00. 0500+00. 0750+00. 1000+00. 1250+00. 1500+0

Elevation(ft)

Station Clockwise from Fermi Lab(meters)

Figure 2.2 - Fermi VLHC -- North Inclin

Surface Inclined Ring Base Soil / Top Silurian Bas

Base G-P / Top Ancell Groundwater Base Ancell / Top PdC Sha

T. 1

T. x = rock type. Seereport section 2.3

Fermi Lab


14/33

150103871.xls.ms_office North Ring Inclined

12' Diam. Tunnel mob, ins, demob, profit, o

Item Cost Raw Cost 0.4

Shafts $413,600,000 $295,448,627 $118,179,451Caverns $232,100,000 $165,799,534 $66,319,814TBM Tunnels $875,800,000 $625,588,748 $250,235,499DB Tunnel $36,300,000 $25,954,221 $10,381,688Risers $3,300,000 $2,338,700 $935,480Portals $2,100,000 $1,500,000 $600,000Misc $83,600,000 $59,740,178 $23,896,071 0.05

Subtotal $1,646,800,000

Contingency (25%) $411,700,000 0.25Subtotal $2,058,500,000

EDIA (17.5%) $360,237,500 0.175Grand Total $2,418,737,500

16' Diam. Tunnel mob, ins, demob, profit, o

Item Cost Raw Cost 0.4

Shafts $413,600,000 $295,448,627 $118,179,451Caverns $232,100,000 $165,799,534 $66,319,814TBM Tunnels $1,066,300,000 $761,675,128 $304,670,051DB Tunnel $36,300,000 $25,954,221 $10,381,688Risers $3,300,000 $2,338,700 $935,480Portals $2,100,000 $1,500,000 $600,000Misc $93,200,000 $66,544,497 $26,617,799 0.05

Subtotal $1,846,900,000 0

Contingency (25%) $461,725,000 0.25 0Subtotal $2,308,625,000 0 0

EDIA (17.5%) $404,009,375 0.175 0Grand Total $2,712,634,375 0 0



15/33

-200

0

200

400

600

800

1000

0000+00. 0250+00. 0500+00. 0750+00. 1000+00. 1250+00. 1500+

Elevation(ft)

Station Clockwise from Fermi Lab (meters)

Figure 2.4 - Fermi VLHC -- North Fl

Surface Flat Ring Base Soil / Top Silurian Base Silurian / Top Maquoketa Base Maquoketa / Top G-P Base G-P / T

T.6 T.1 T.9T.6

T.x = rock type. Seereport section 2.3

Fermi Lab


16/33

150103871.xls.ms_office North Ring Flat

12' Diam. Tunnel

Item Cost

Shafts $263,100,000Caverns $238,200,000TBM Tunnels $1,106,300,000DB Tunnel $36,300,000Risers $2,100,000Portals $2,100,000Misc $87,900,000

Subtotal $1,736,000,000Contingency (25%) $434,000,000

Subtotal $2,170,000,000EDIA (17.5%) $379,750,000

Grand Total $2,549,750,000

16' Diam. Tunnel

Item Cost


Subtotal $1,998,700,000

Contingency (25%) $499,675,000Subtotal $2,498,375,000

EDIA (17.5%) $437,215,625Grand Total $2,935,590,625



17/33

Characterization of Fermi Regional GeologGeologic Cross Section 232km Ring South of Fermi

Circumference DiameKilometers Miles Mile

232.00 144.07 3.1416 45.8

Compass Degrees Station (miles) Station (feet) Surface elev. Groundw ater elev. Top of Rock Top of Maq

0 0 0.00 745 175 625 6003 1 26.40 741 160 620 5905 2 52.80 718 150 615 5808 3 79.20 703 140 605 570

10 4 105.60 708 130 600 56013 5 132.00 736 115 595 55015 6 158.40 768 100 590 54018 7 184.80 748 100 595 52020 8 211.20 771 95 595 50023 9 237.60 711 90 595 49025 10 264.00 703 85 595 48028 11 290.40 742 80 590 470

30 12 316.80 721 75 585 46033 13 343.20 738 70 580 44035 14 369.60 759 65 575 42038 15 396.00 747 60 570 40040 16 422.40 754 55 565 39043 17 448.80 723 50 560 38045 18 475.20 724 45 555 37048 19 501.60 729 40 550 36050 20 528.00 592 45 555 35053 21 554.40 678 50 560 34055 22 580.80 668 60 565 33058 23 607.20 613 60 570 32060 24 633.60 732 50 575 30063 25 660.00 702 40 580 30065 26 686.40 713 20 585 30068 27 712.80 703 0 590 30070 28 739.20 707 -10 585 30073 29 765.60 783 -20 590 30075 30 792.00 711 -10 600 29078 31 818.40 698 0 605 28080 32 844.80 719 25 615 28083 33 871.20 704 50 620 27085 34 897.60 716 100 630 27088 35 924.00 705 125 635 26090 36 950.40 734 150 640 26093 37 976.80 732 175 645 25095 38 1003.20 765 200 650 25098 39 1029.60 774 225 660 250

100 40 1056.00 799 250 670 260103 41 1082.40 769 250 660 260105 42 1108.80 734 255 650 270

108 43 1135.20 726 255 645 280110 44 1161.60 738 260 640 290113 45 1188.00 738 260 635 300115 46 1214.40 738 265 635 300118 47 1240.80 725 265 640 320120 48 1267.20 702 270 645 320123 49 1293.60 728 270 650 340125 50 1320.00 706 275 660 360


18/33

Compass Degrees Station (miles) Station (feet) Surface elev. Groundwater elev. Top of Rock Top of Ma128 51 1346.40 706 275 650 38130 52 1372.80 678 280 645 40133 53 1399.20 659 280 640 40

135 54 1425.60 650 285 635 40138 55 1452.00 650 285 630 50140 56 1478.40 665 290 625 51143 57 1504.80 677 290 620 51145 58 1531.20 676 295 610 52148 59 1557.60 626 295 600 52150 60 1584.00 630 300 600 52153 61 1610.40 563 310 560 51155 62 1636.80 611 320 590 50158 63 1663.20 623 330 585 49160 64 1689.60 621 340 580 48163 65 1716.00 618 350 570 47

165 66 1742.40 597 360 560 46168 67 1768.80 594 365 550 45170 68 1795.20 587 370 545 44173 69 1821.60 594 370 546 43175 70 1848.00 584 360 535 42178 71 1874.40 584 350 530 41180 72 1900.80 584 325 525 40183 73 1927.20 584 300 500 38185 74 1953.60 589 290 510 38188 75 1980.00 597 290 505 40190 76 2006.40 602 300 500 43193 77 2032.80 597 310 500 46195 78 2059.20 601 320 500 49198 79 2085.60 594 330 520 52200 80 2112.00 597 340 530 53203 81 2138.40 604 350 540 54205 82 2164.80 610 365 550 55208 83 2191.20 610 380 560 56

210 84 2217.60 616 400 560 56

213 85 2244.00 623 405 550 55215 86 2270.40 633 410 550 55218 87 2296.80 637 415 545 54220 88 2323.20 640 420 540 54223 89 2349.60 646 425 530 53225 90 2376.00 656 430 520 52228 91 2402.40 654 435 510 51230 92 2428.80 644 440 500 50233 93 2455.20 599 445 400 40235 94 2481.60 500 450 450 45238 95 2508.00 499 450 450 45240 96 2534.40 671 450 500 50243 97 2560.80 603 450 600 60245 98 2587.20 696 450 500 50248 99 2613.60 719 450 550 55

250 100 2640.00 712 450 600 60


19/33

Compass Degrees Station (miles) Station (feet) Surface elev. Groundwater elev. Top of Rock Top of Ma253 101 2666.40 722 450 550 55255 102 2692.80 751 460 500 50258 103 2719.20 723 475 480 48

260 104 2745.60 703 490 500 50263 105 2772.00 633 500 550 55265 106 2798.40 622 510 550 55268 107 2824.80 579 525 500 50270 108 2851.20 633 540 480 48273 109 2877.60 563 550 500 50275 110 2904.00 596 560 515 51278 111 2930.40 551 570 530 53280 112 2956.80 606 580 540 54283 113 2983.20 653 590 550 55285 114 3009.60 654 600 540 54288 115 3036.00 652 610 550 55

290 116 3062.40 651 620 600 60293 117 3088.80 640 630 600 60295 118 3115.20 659 640 590 59298 119 3141.60 662 650 580 58300 120 3168.00 679 650 565 56303 121 3194.40 699 650 550 55305 122 3220.80 705 660 540 54308 123 3247.20 709 660 530 53310 124 3273.60 719 650 520 52313 125 3300.00 725 650 510 51315 126 3326.40 713 640 500 50318 127 3352.80 714 620 510 51320 128 3379.20 709 600 500 50323 129 3405.60 706 575 525 52325 130 3432.00 702 550 550 55328 131 3458.40 705 525 540 54330 132 3484.80 715 500 540 54333 133 3511.20 745 450 550 55

335 134 3537.60 709 400 560 56

338 135 3564.00 725 350 550 55340 136 3590.40 748 300 600 60343 137 3616.80 716 250 600 60345 138 3643.20 705 225 610 61348 139 3669.60 728 200 620 62350 140 3696.00 736 195 620 62353 141 3722.40 701 190 610 61355 142 3748.80 690 180 600 60358 143 3775.20 759 175 615 60360 144 3801.60 745 175 625 60


20/33

depth depth sq235 55225 dept231 53405 avg208 43422 r.m.194 37580 avg200 39808228 52153 max261 68334 min243 58868

267 71305209 43519202 40953243 59194

224 50354244 59371267 71334258 66391267 71500239 57251243 59190251 63223118 13858207 42900201 40257149 22282272 73984246 60430

261 67984

255 64888263 69063343 117601275 75690266 70946292 85051281 78931297 88378291 84470324 104976326 106512364 132289377 142169406 165132381 144890

350 122417346 119765362 131190

366 134152370 137094361 130447342 116964372 138183353 124862


21/33

depth depth sq357 127361332 110409317 100210

311 96541314 98425332 109962346 119948348 121045300 90204307 94005242 58419292 85049305 93262305 93006303 92034

284 80425282 79315275 75890283 80171274 74868274 75024274 75076274 75024279 77629286 81879290 84379285 81014288 82709279 78049281 78944286 82018291 84466289 83348

293 85616

297 88411305 92973306 93841307 94006310 95931317 100306312 97069298 88970250 62438147 21714143 20372311 96721239 57205328 107756347 120595

336 113032


22/33

depth depth sq342 117012367 134602335 111987

310 96326236 55721221 48715173 30054223 49729149 22093177 31430128 16371179 31911221 48998218 47576212 44914

207 42765192 36761207 42741206 42364219 47961235 55352238 56474238 56703245 59888247 61227232 53958230 53025222 49460217 46944210 44136211 44378218 47697246 60663

208 43418

223 49556244 59551211 44364198 39366220 48563228 51765192 36809180 32537249 62048235 55225


23/33

-200

0

200

400

600

800

1000

0000+00. 0250+00. 0500+00. 0750+00. 1000+00. 1250+00. 1500+

Elevation(ft)

Station Clockwise from Fermi Lab(meters)

Figure 2.6 - Fermi VLHC -- South Inclin

Surfac e Inc lin ed Rin g Base So il / Top Silu rian Bas e Sil uria n / To p Maquo ket a Ba se Maqu ok eta / Top G- P Bas e G- P / To

T.6 T.1T.9 T.6 T.3T.6

T.x = rock type. Seereport section 2.3Fermi Lab


24/33

150103871.xls.ms_office South Ring Inclined

12' Diam. Tunnel

Item Cost


Subtotal $1,750,400,000Contingency (25%) $437,600,000

Subtotal $2,188,000,000EDIA (17.5%) $382,900,000

Grand Total $2,570,900,000

16' Diam. Tunnel

Item Cost


Subtotal $2,031,800,000

Contingency (25%) $507,950,000Subtotal $2,539,750,000

EDIA (17.5%) $444,456,250Grand Total $2,984,206,250



25/33

2 1.5 6.56 4.92

5 2.4 16.4 7.87210 3 32.8 9.8420 5 65.6 16.4

50 10 164 32.8100 20 328 65.6

meters ft0.186 50 10.49 0.186

1.1874 60 12.35 3.8946100 19.79

0

5

10

15

20

0 20 40 60 80

RockboltLength(meters)

Cavern Span (meters)

Empirical Data VLHC Caverns


26/33

y = 0.186x + 3.8946

0

10

20

30

40

50

60

70

0 100 200 300

Rockbolt Length vs Cavern Span

100


27/33

400


28/33

Q

RockboltSpacing (m)

30 2.55 2.3

1 1.70.3 1.50.1 1.3

0.01 1

Data From Another PaneGalena - Platteville, Under Maquoketa, Dry and 33.75 2.585Galena - Platteville, Des Plaines Disturbance 0.44 1.607

Galena - Platteville, No Maquoketa, Greater Tha 22.28 2.491Galena - Platteville, Sandwich Fault Broken and 0.44 1.607Galena - Platteville, No Maquoketa, Less Than 7 11.14 2.335Maquoketa, Greater Than 75 Feet Below Bedroc 10.63 2.324

Maquoketa, Less Than 75 Feet Below Bedrock 7.01 2.231Maquoketa, Des Plaines Disturbance 0.44 1.607Silurian, Greater Than 75 Feet Below Bedrock S 33.75 2.585Silurian, Less Than 75 Feet Below Bedrock Surf 22.28 2.491Silurian, Des Plaines Disturbance 0.44 1.607St. Peter, Maquoketa or Galena - Platteville Miss 2.63 2.010

Prairie du Chien, Sandwich Fault, Broken, Below 0.33 1.545Prairie du Chien, Below Water Table 4.82 2.146

0

1

2

3

0.01 0.1 1 10

RockboltSpacing(m)

NGI "Q" Rating


29/33

Figure 3.1 - Rockbolt Spacing versus Q Rating

0

1

2

3

0.01 0.1 1 10 10

RockboltSpacing(m)

NGI "Q" RatingEmpirical Values North Ring Inclined

North Ring Flat South Ring Inclined


30/33

Shotcrete Thickness (cm)

100Least Squares Fit Parameters 120 Least Squa

0.2252 175 -31.741.7922 212.5 184.85

250350

Data From Another PaneGalena - Platteville, Under Maquoke 33.75 73Galena - Platteville, Des Plaines Dis 0.44 211

Galena - Platteville, No Maquoketa, 22.28 86Galena - Platteville, Sandwich Fault 0.44 211Galena - Platteville, No Maquoketa, 11.14 108Maquoketa, Greater Than 75 Feet B 10.63 110

Maquoketa, Less Than 75 Feet Belo 7.01 123Maquoketa, Des Plaines Disturbanc 0.44 211Silurian, Greater Than 75 Feet Belo 33.75 73Silurian, Less Than 75 Feet Below B 22.28 86Silurian, Des Plaines Disturbance 0.44 211St. Peter, Maquoketa or Galena - Pl 2.63 154

Prairie du Chien, Sandwich Fault, Br 0.33 220Prairie du Chien, Below Water Table 4.82 135

100 0

100

200

300

400

0.01 0.1 1

Sho

tcreteThickness(mm)

NGI "Q" Rating


31/33

Figure 3.2 Shotcrete Thickness ver

Empirical Values VLHC

00

100

200

300

400

0.01 0.1 1Shotcre

teThickness(mm)

NGI "Q" RatingEmpirical Values North Ri

North Ring Flat South Ri


32/33

res Fit Parameters

2.61.6

2.51.62.32.3

2.21.62.62.51.62.0

1.52.1

10 100


33/33

sus Q Rating

averns

10 100

ng Inclined

ing Inclined

Documents

Cna Spreadsheet