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TABLE 1)- 2--DETAI L ED COST EST H~ATE--Conti nucdD[V 1 L CI\NYOI~ DAM Ai'll) HLSUWOII{, lLLVI\TlOl'~ 145[), GHI\V ITY l)/\I~Cos tAccount Unit TotalNumber Description or Item Unit Quantity lost Cost($) ($1,000)04 DAMS04. 1 MAIN DAM (Contld)Scaling canyon walls LS 1 ,000Stop log, COlilP 1 ete LS 1 ,000Gantry crane LS 750Elevator LS 600Stairways LS 686Rock bolts LS 1,500Electrical andmechancial work LS 1 1,500Miscellaneous metalwork Lb 2,500 4.50 11Foundation treatment LF 400,000 5.56 2,224Drilling and grouting LF 70,000 50.00 3,500Drilling drainage holes LF 52,500 35.00 1 ,838Concrete for parapetand over hong CY 3,352 500.00 1 ,676Resteel Lb 4,296,115 .55 2,363Slide gates, frames,guides and operators Sets 4 1,350,000.00 5,400Chain link fence LF 1 ,845 20.00 37Resteel for sluce conduits Lb 891,560 .55 490Exploratory tunnels(excavation) CY 3,500 400.00 1 ,400Rock bolts LF 50,000 20.00 1,000Contraction joint & coolingsystem grouting LS 1 2,750Cement Cwt 7,441,000 8.00 59,528Mob and Prep LS 1 15,400Subtotal 323,445Contingencies 20% 64,689TOTAL, MAIN DAM 388,00004.4 POWER INTAKE WORKSMob and Prep LS 4,496ExcavationOpen cut CY 7,200 75.00 540Tunnels CY 34,400 175.00 6,020ConcreteMass CY 7,300 100.00 730Structural und backfill CY 10,430 500.00 5,215Cement Cwt 74,000 8.00 592Reinforcing steel Lb 2,478,000 .55 1',363Penstocks Lb 9,582,270 2.25 21,5608-24
T/\I~LEIJI:VIL CMYOI~Il-2--DUAILED COST lSTIMATE-- Cont i nucdlJ/\M /\NIJ R[S[I{VOll{, LLlVATION 1450, GI(AVIIY i)1\t~CostAccountNumberIJcscri fJtioll or I telllUnitQuantityUnitCost($ )Tota 1Cost($1 ,000)0404.4DA~1SPOWER INTA~E WORKS (Cont'd)Bonnetted gates andcontrolsStoplogs, (936000#)Trashracks (421,000# each)Intake selector gate towerExcavation rockConcrete structuralCementReinforcementSelector gates(l,500,000#)EALSEACYCYCwtLbEA4-121 , 80C , 000.001. 507,400 50.0047,100 500.00188,400 8.007,OG5,00O .554- 3,375,000.007,2001,8751 ,26337023,5501,5073,88613,500SubtotalContingencies 20%TOTAL, POWER INTAKE WORKS94,41718,883113,00004.5AUXILIARY DAM (EARTH FILL AND CONCRETE)Mob and PrepLSExcavationDam foundationCYFoundation prepareation SYDam embankmentCYDrilling and grouting LF100,0002,100835,0008,8006.0050.006.0060.003126001055,010528Subtota 1Contingencies 20%TOTAL, AUXILIARY DAM6,5551 ,3118,000TOTAL, DAMS509,00007 POWERPLANT07.1 POWERHOUSEMob and Prep worKExcavation, rockConcreteCementReinforcing steelArchitectural featuresLSCYCYCwtLbsLS1208,40022,00088,0005,400,000175.00500.008.00.552,00015,63011 ,0007042,9701 ,500B-25
Page 1 and 2: Southcentral Railbelt Area, AlaskaU
Page 3: SECTION AHYDROLOGYThe 1976 Interim
Page 6 and 7: NumberLIST OF PLATESTitle8-1 Select
Page 8 and 9: As a result of new and more accurat
Page 10: OUTLET WORKSThe intake structures w
Page 14 and 15: Congessional construction authoriza
Page 16 and 17: CONTI NGENC I ESWatana DamThe total
Page 18 and 19: The estimate submitted to Congress
Page 20 and 21: TABLE B-l--U~TAIL~OCUST ESTIMATE--C
Page 22 and 23: T/\I~I.r1\- 1 - -Ill T/\I LrIJ COS
Page 24 and 25: -11\/:1[: H-l--On/\IL[I) eusl L S T
Page 26 and 27: 1/\lllL !\-I- -\)[1/\1 LUJ CU~);LS
Page 28 and 29: -1/\lILl lJ-l--OLTl\l LEO COS I LSI
Page 32 and 33: TAGLE G-2--DETAILCD COST lSTIMATE--
Page 34 and 35: TABLE B-2--DETAILEO COST lSTIMATE--
Page 36: T/\I\L[ 13-2--DLTA1LlD COST E.STIM/
Page 40 and 41: NOTES TOURS ARE BASED TUM ON ISI. D
Page 42 and 43: NOTETHE HIGH AND LOW LEvEL INTAKE S
Page 44 and 45: I~. -"-\III,' ;;'\ IrAIR INJECTOR S
Page 46 and 47: E;I,..I~CREST~ EI,. 14~"TOP OF DAM
Page 48 and 49: SECTION CPOWER STUDIES AND ECONOMIC
Page 50 and 51: LIST OF TABLES (cont)NumberC-24C-25
Page 52 and 53: STUDY AREA ECONOMYSUMMARY OF CHANGE
Page 54 and 55: IndustryMiningManufacturingGovernme
Page 56 and 57: economic expansion. Preliminary dat
Page 58 and 59: Although drilling results in the Gu
Page 60 and 61: TABLE C-6NEAR-TERM PLANNED RESOURCE
Page 62 and 63: FORECAST METHODOLOGYThe Alaska Powe
Page 64 and 65: The assumptio:cs are organized by i
Page 66 and 67: found, peak production would be abo
Page 68 and 69: Pulp and Paper M~nufacturing: The g
Page 70 and 71: zero growth thereafter. State emplo
Page 72 and 73: nINNSECTORSExogenousConstructionEmp
Page 74 and 75: TABLE C-3 (cont)SECTORSHIGHPulp and
Page 76 and 77: SECTORSFoodManufacturingEmployment(
Page 78 and 79: SECTORSValue ofOil and GasProductio
Page 80 and 81:
SECTORSExogenous 1.Transporationand
Page 82 and 83:
forecast is based are presented in
Page 84 and 85:
at percent per year is assumed, whi
Page 86 and 87:
TABLE C-12TOTAL POWER AND ENERGY RE
Page 88 and 89:
TABLE C-14FAIRBANKS-TANANA VALLEY A
Page 90 and 91:
HydroStream ElectricCombustion Turb
Page 92 and 93:
Figure G-2DEVIL C ANYON AND WATANAU
Page 94 and 95:
generation, and the value of this p
Page 96 and 97:
Figure C-44000SOUTHCENT RAL RAILBEL
Page 98 and 99:
THE SELECTED PLANPOWER CAPABILITIES
Page 100 and 101:
that reservoir. During the winter,
Page 102 and 103:
the crest of the spillway as much a
Page 104 and 105:
ECONOMIC ANALYSISCOSTS - THE BASE C
Page 106 and 107:
assumed that the output of the prop
Page 108 and 109:
There has been an unwillingness on
Page 110 and 111:
DemandTABLE C-19COOK INLET NATURAL
Page 112 and 113:
TABLE C-20COOK INLET NATURAL GAS RE
Page 114 and 115:
until recently there has been no su
Page 116 and 117:
entailed the conversion of the pres
Page 118 and 119:
Approximately 6 percent of these la
Page 120 and 121:
Figure C-8TRANSMISSION LINE CAPACIT
Page 122 and 123:
TABLE C-24DevelopmentWatanaWatana a
Page 124 and 125:
costs were recalculated using inter
Page 126 and 127:
economically justified. The annual
Page 128 and 129:
InflationThe economic evaluation pr
Page 130 and 131:
Fuel EscalationIn deriving power va
Page 132 and 133:
2. A potential future coal source i
Page 134 and 135:
300F igu re C - 10SENSITIVITY TO IN
Page 136 and 137:
CORPS OF ENGINEERSu S AR~Y- Ii::I:I
Page 138 and 139:
EXHIBIT C-lLOAD RESOURCE ANALYSES
Page 140 and 141:
~t£Jtc' ,:. •. -,! flu'~ I,. 1"'
Page 142 and 143:
'~EA:F~I""'.:.I,"S~~I~~.~~~ CAS~: i
Page 144 and 145:
a .. [a: F'I~i'A""Sfa,,,;;,-••
Page 146 and 147:
."'~A:F.I"'~AI'1\SFAI.~~~'S CAS,: l
Page 148 and 149:
A",t .. :FA(I
Page 150 and 151:
A'[A: FIl)o(fI ...... Sf~I""~'~i~!'
Page 152 and 153:
("')I--'.","A: FA1IC!tU",Sf.\f .. ~
Page 154 and 155:
IHfA: f .. ,_.,A.'4"SFAI~~.~~5 CA5L
Page 156 and 157:
A"'(~t.: J:41,,8."Jf\5"Al~~.A"S C~S
Page 158 and 159:
A"'ttA: FAl"~A""SFAr~b~~AI C~St: i
Page 160 and 161:
A'1tl.: F"I~".u.,f!o..)F~I""~.1··
Page 162 and 163:
Aio(fa: FAlI'(I1A .• ",Sf'H~.·.,
Page 164 and 165:
5000Figure C-2-1400SOUTHCENTRALRAIL
Page 166 and 167:
5000Figue C-2-34000SOUTHCENTRAL RAI
Page 168 and 169:
EXHIBIT C-3USABLE CAPACITY SUMMARY
Page 170 and 171:
EXHIBIT C-4POWER VALUE CALCULATIONS
Page 172 and 173:
TABLE C-4-2COAL-FIRED~ FERC VALUES(
Page 174 and 175:
TABLE C-4-4OIL-FIRED, FERC VALUES(K
Page 176 and 177:
nI+=:0TABLE C-4-6OIL-FIRED, FERC VA
Page 178 and 179:
TABLE C-4-8HYDROPOHER COSTS WITH IN
Page 180 and 181:
~ .--..c('------.~ ... ------------
Page 182 and 183:
--~----- ...«-.---------«-----«.
Page 184 and 185:
OQ!:S ... ,51 :7SCDv"r 'UTE~"~SE ..
Page 186 and 187:
("')IU1I'-II--- ~·~yEl~,../.,r----
Page 188 and 189:
cc-------- -------- --------('I..)1
Page 190 and 191:
-~-- ....... -~--~-- --"~!::SE" T "
Page 192 and 193:
,------ ¥EA-~°..rt:SE'.r~6T~ A AL
Page 194 and 195:
~~---~--~~~-~~ ~~-------------~--~~
Page 196 and 197:
___C' -•..-"."\,P"1fSENTP~E5H,TMi
Page 198 and 199:
-~ ------~-----~~"ltS€ .T::JIl ..
Page 200 and 201:
•_________________________ . ____
Page 202 and 203:
c_---------------------...--~~--..-
Page 204 and 205:
;7-____ .____ -~,. ________________
Page 206 and 207:
-~-"~~---~ ------------------------
Page 208 and 209:
.. ---~- - ---- ~-------.:lIL-' _':
Page 210 and 211:
EXHIBIT C-6INVESTMENT COST CALCULAT
Page 212 and 213:
WatanaTABLE C-6-2INVESTMENT COST WI
Page 214 and 215:
WatanaTABLE C-6-4INVESTMENT COST WI
Page 216 and 217:
FEDERAL ENERGY REGULATORY COMMISSIO
Page 218 and 219:
-3-electric needs of the so-called
Page 220 and 221:
Service Life, YearsTABLE IIAnnual F
Page 222 and 223:
TABLE III (cont'd.)Hydroelectric Pl
Page 224 and 225:
TABLEIV (cont'd.)Hydroelectric Plan
Page 226 and 227:
Hydroel~ctricE. Cost of Thermal Pla
Page 228 and 229:
TABLE VI(cont'd.)Hydroelectric Plan
Page 230 and 231:
333 WEST 4th AVENUE SUITE 31 - ANCH
Page 232 and 233:
SECTION DFOUNDATIONS AND MATERIALS
Page 234 and 235:
ItemConstruction MaterialsMaterial
Page 236 and 237:
NumberLIST OF PLATES (cant)Titl e0-
Page 238 and 239:
SUMMARY OF CHANGESCHANGES TO THE 19
Page 240 and 241:
8. The 1976 report showed a vertica
Page 242 and 243:
The oldest outcrops in the area are
Page 244 and 245:
Corps of Engineers. Field reconnais
Page 246 and 247:
to the lower reaches of Watana Cree
Page 248 and 249:
Thirteen test pits and trenches wer
Page 250 and 251:
A total of 27 test pits were dug in
Page 252 and 253:
TABLE D-2DateBuriedLocation Ins ta
Page 254 and 255:
Accuracy of Subsurface Temperature
Page 256 and 257:
spaced from a few feet to more than
Page 258 and 259:
Relict Channel AreaThe relict chann
Page 260 and 261:
PermafrostThe Watana damsite lies w
Page 262 and 263:
encountered. While a more detailed
Page 264 and 265:
to intercept the dominant high angl
Page 266 and 267:
lines in the borrow areas show velo
Page 268 and 269:
and 2,280 feet with an artesian hea
Page 270 and 271:
net environmental impact of the Qua
Page 272 and 273:
the water table and can be taken by
Page 274 and 275:
'0IW-....j,-90107060.....0302010050
Page 276 and 277:
~.-,50oIW1.0i1009010Ku.s. ST~ ....
Page 278 and 279:
oI-+=>~100 I [I90"I II ,10 I! I.---
Page 280 and 281:
U.S. STANDAID SIEY! OPENING It{ INO
Page 282 and 283:
13~ I--+-+-I-+-ft::a"-d)1Z.5....;..
Page 284 and 285:
~u ________________.... 60'" 0'~E-I
Page 286 and 287:
~~ ______________I()Normal Stress,
Page 288 and 289:
(79-S -404)"R III , ,It,..'n", ",,"
Page 290 and 291:
,l'/C(rtm& ,~re.!i$, I'"I' ,I , ~."
Page 292 and 293:
~.SHEET NO. 10 0102,0.1 O. 2 OS~ ..
Page 294 and 295:
6Coeff'ieient of Pemeal>llit;y, ~O'
Page 296 and 297:
SHEET NO. 2TIME IN MINUTES05 100 20
Page 298 and 299:
SHEET NO. 1DO.1 0210ZOf.--~--- ----
Page 300 and 301:
t) .?~,)_ 1 /Coefflcient of Permell
Page 302 and 303:
SHEET No. 2TIME IN MINUTES02 05 2 5
Page 304 and 305:
CORPS OF ENGINEERSU S ARMY. 1' tEST
Page 306 and 307:
SOUTHCENTRA L RAlL8ELSUPPLEMENTAL T
Page 308 and 309:
CORPS OF ENGINEERSU. S. ARMYUPSTREA
Page 310 and 311:
CORPS OF ENGll'.tERSU. S. ARMY,,,,'
Page 312 and 313:
...,..---SCALEo roo' 1000' !!)OO' 2
Page 314 and 315:
IBoe.. +5O(T..... ---SCALEo 500' 10
Page 316 and 317:
CORPS OF ENGINEERS~----~~~~------~~
Page 318 and 319:
CORPS OF ENGINEERSVALUE ENGINEERING
Page 320 and 321:
Page 322 and 323:
DEFA"'TM(NT OF THE ARMYPf'!Il!I~"TF
Page 324 and 325:
PoRNt.NmT'1CLr:~ __m,,_.. _HOI.£'
Page 326 and 327:
18PLAST!C~ wro;ihlE-GREY&.\~...E AT
Page 328 and 329:
5'GR4V~lSSAI4DYflCJ:-'DEDPROBAlRY F
Page 330 and 331:
-siJifMt..RYLOG"OLE t< , :'-"PROJEC
Page 332 and 333:
v. :90ORH..L OATES' STAftT 21 ,"'lA
Page 334 and 335:
R ~ '"UN /oCOMP.3 J0L 72 ORtLL DATE
Page 336 and 337:
;.. SHE£!-2J ~FA II iM -' CT 'tfA"
Page 338 and 339:
PROJECT COMP, -D£P1~ .. 5?F tfOLE
Page 340 and 341:
0'1 _'.II ;'PR-2; APR m3"8. '1 1
Page 342 and 343:
OH- io i
Page 344 and 345:
~I. 'CC. ;! '"JII-11D \-1.'SOUTHCEH
Page 346 and 347:
I:' ;,.ll l j"jOH-11!Jh '-1CO'W DU
Page 348 and 349:
EXHIBIT 0-1Location Maps and Seismi
Page 350 and 351:
Page 352 and 353:
CORPS OF ENGINEERSVALUEENGINEERING
Page 354 and 355:
-APPROXIMATE~~R~ ________________CO
Page 356 and 357:
CORPS OF ENGINEERS VALUE ENGINEERIN
Page 358 and 359:
Page 360 and 361:
EXHIBIT D-2Reconnaissance of the Re
Page 362 and 363:
CONTENTSABSRACT--------------------
Page 364 and 365:
PRELIMINARY REPORT OF THE RECENT GE
Page 366 and 367:
INTRODUCTIONThe feasibility of two
Page 368 and 369:
Figure 1 is intended to clarify the
Page 370 and 371:
Late Wisconsin glacial period.Recen
Page 372 and 373:
PROCEDURESFour kinds of information
Page 374 and 375:
Table 2.Partial list of scarps and
Page 376 and 377:
southwest trace (T27N, RIW, S6) whe
Page 378 and 379:
1975). Right lateral displacement h
Page 380 and 381:
attributed to solifluction and slum
Page 382 and 383:
15. North of Denali. Evidence for t
Page 384 and 385:
falls.2. Fresh scarps are conspicuo
Page 386 and 387:
Table 4.Selected examples of landfo
Page 388 and 389:
The origin of some fresh scarps is
Page 390 and 391:
Table 5.Locations of old landslides
Page 392 and 393:
In order to evaluate the permafrost
Page 394 and 395:
First Order Leveling ObservationsTh
Page 396 and 397:
Additional ObservationsAlthough it
Page 398 and 399:
Seismic ActivityThe Devils Canyon a
Page 400 and 401:
earthquakes does not show a strong
Page 402 and 403:
RECOMMENDATIONSThe conclusions pres
Page 404 and 405:
Gedney, Larry and Shapiro, Lewis, 1
Page 407 and 408:
EXHIBIT 0-3Earthquake Assessment of
Page 409 and 410:
CONTENTSPART I: INTRODUCTION . .
Page 411 and 412:
PART II: PROCEDURES FOR ASSIGNING E
Page 413 and 414:
14. The earthquakes that are thus d
Page 415 and 416:
structure such as a dam. A dam has
Page 417 and 418:
i~ the scale of ground motions. Int
Page 419 and 420:
sedimentary basin, etc.), and simil
Page 421 and 422:
was no surface evidence of recent m
Page 423 and 424:
. A local floating earthquake with
Page 425 and 426:
PART V:ASSOCIATED MOTIONS51. Reserv
Page 427 and 428:
PART VI:CONCLUSIONS58. The geologic
Page 429 and 430:
PARTREFERENCES1. l3anks, Don C. anc
Page 431 and 432:
ooowACCELERATION, 9o(Jt. ocoo-- ~ -
Page 433 and 434:
1201101009080uUJ 70~~U>-" 60t-Uo...
Page 435 and 436:
5040IMEANt CTMEAN~u1-'"Zw~LLJU«..J
Page 437 and 438:
10080 /'110(')0 ~~«;()O~/s~ ......
Page 439 and 440:
t:nII)302010FAR FIELD---l~-g:,L.UPP
Page 441 and 442:
Technical NotePROCEDURE FOR ESTIMAT
Page 443 and 444:
permafrost along the alignment of t
Page 445 and 446:
flow is not supplied to the borehol
Page 447 and 448:
-....'+-100 of Thaw Water Temp.i--5
Page 449 and 450:
APPENDIX AASSL~EDROCK PROPERTIES AN
Page 451 and 452:
UNITED STATESDEPARTMENT OF THE INTE
Page 453 and 454:
DESCRIPTION OF MAP UNIT&SEDIMENTARY
Page 455 and 456:
TcTsuTgdThgdand coaly sandstone (un
Page 457 and 458:
Tsmgargon age determinations (see t
Page 459 and 460:
TKaTKgrTKlgADAMELLITE (Upper Cretac
Page 461 and 462:
KsuInand thinly bedded, and for the
Page 463 and 464:
JtkJlscontinental shelf environment
Page 465 and 466:
JtrJgdTRONDHJEMITE (Upper Jurassic)
Page 467 and 468:
Jmrb~qdThe amphibolite is dark gray
Page 469 and 470:
are actinolite, untwinned plagiocla
Page 471 and 472:
Jgsinterbed, is intercalated with t
Page 473 and 474:
Jpmurelated to an al pine-type oro'
Page 475 and 476:
Pzvgreenish gray, fine grained, and
Page 477 and 478:
Plsbut less severe metamorphism, pr
Page 479 and 480:
subordinate amounts of dacite. A mi
Page 481 and 482:
lRvs·grained unmetamorphosed sedim
Page 483 and 484:
DSgaargillaceous beds. Thus. the ag
Page 485 and 486:
thrust block along the western slop
Page 487 and 488:
The serpentinite is dark gray to da
Page 489 and 490:
J1Rsmudstone, breccia composed larg
Page 491 and 492:
It contains sparse fragments of poo
Page 493 and 494:
ecause of complex folding and fault
Page 495 and 496:
metamorphism. up to the amphibolite
Page 497 and 498:
are as young as Valanginian or poss
Page 499 and 500:
are either structurally part of the
Page 501 and 502:
A corollary of the present tectonic
Page 503 and 504:
Anderson, R.References citedE., 196
Page 505 and 506:
Grantz. Arthur. 1961a, Geologic map
Page 507 and 508:
Smi~h,T. E., 1974a, Newly discovere
Page 509 and 510:
KapLoc.tlon lidd 110. locllnQ, Lat.
Page 511 and 512:
Table 2.--Lead-alpha age determinat
Page 513 and 514:
DEPARTMENT Of THE INTERIORUNITED ST
Page 515 and 516:
SECTION EENVIRONMENTAL ASSESSMENTTA
Page 517 and 518:
SUMMARY OF CHANGESThere is new biol
Page 519 and 520:
from 3,700 to 12,000 years old. The
Page 521 and 522:
Construction of the Watana dam woul
Page 523 and 524:
RELATIONSHIP OF THE PROPOSED DEVELO
Page 525 and 526:
LITERATURE CITEDBacon, Glenn. Arche
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