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-1/\lILl lJ-l--OLTl\l LEO COS I LSI IMATI:.--Con ti nuedWATANA DAM AND RESERVOIRCostAccountNumberDescription or ItemUnitQuantUnitCost($)Tota 1Cost($1,000)TOTAL CONSTRUCTION COST1,619,000ENGINEERING AND DESIGN 4%65,000SUPERVISION AND ADMINISTRATION 5%81,000TOTAL PROJECT COSTWATANA DAM AND RESERVOIRELEVATION 2185(First-Added)1,765,0008-22
TABLE B-2--DETAILED COST ESTIMATtDEVIL CANYON DAM AND RESERVOIR, ELEVATION 1450, GRAVITY DAMOCTOBER 1978 PRICE LEVEL(SECOND-ADDED)CostAccountNumberDescription or ItemUnitQuantityUnitCost(S)TotalCost($1,000)01 LAND AND DAMAGESReservoi rPublic DomainState & Private LandMining Claim(0)14,1608Subtota °1Contingencies 20%Government Administrative Cost14, 1682,834558TOTAL, LAND AND DAMAGESConstruction CostEconomic Cost18,00018,000l8,00C03RESERVOIRlV1ob-Prep WorkClearingAC1 ,920800.00771 ,536SubtotalContingencies 20%TOTAL, RESERVOIR1 ,6133232,00004 DAt~S04. 1 t~AIN DAMExcavation RockExcavation commonExterior mass concreteInterior mass concreteStructural concrete(dam structure)Concrete (spillway)Post coolingInstrumentationPier & spillway rebarTaintor gatesBridgesPrevention or waterpollutionCYCYCYCYCYCYLSLSLbEALSLS476,40089,400256,1002,138,0008,88318,600113,255,0002120.005.0080.0075.00475.00450.00.551,500,000.009,52844720,488160,3504,2198,3708,0009001 ,7903,0007001 ,000B-23
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 30 and 31: TABLE 1)- 2--DETAI L ED COST EST H~
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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