Before the FERC Application for New License for the Annex Creek ...

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1 gOQOOOOOOOOOClO.OOOQOQOOOOgogg 0 0'_ 000 0 • 0 • 0 0 • 0 0 0 00 .0000 00 CI 0 0 • : Relnforcln9 Iteel bar. TYPICAL CROSS SECTION TYPICAL LONGITUDINAL SECTION TYPICAL LONGITUDINAL SECTION TYPICAL CROSS SECTK>N TRIPLE RIVETED PIPE No Icole DOUBLE RIVETED PIPE No scale TYPICAL CROSS SECTION THROUGH LINED SECTION OF TUNNEL No Icole g:1 1\OO~----------~~N!~II------------.--------------------------~------------------------~-----------------------~---------------~ :: :rr.m~-~ -~/E-r::- ~ r- ~f- ~I r---- - ~ BOO -- --I -- ~ G-- -- -~ - ~l -- - --- _-__ - -------.- ----- ---- ~ 700 ___ ~~~o=t--1 _____;-_"=' _ _______________ ~ _ __ __ _ ; 600 '~-;~-;;;I;~;~£~ r~~NEL j -- \':V~I\e ~::.-- ~suspenl~n ~-i~ge ----- --- --- --- - -- -------- . ;§ ~ ~ --- --- 7 Ann.x Cr",t7 - -- - -- ii ~ 4OO1---------------------------I-----------------------------t-------------------------- +--------------------- -+ - - --- ------l j -l I&J 300~--------------------------4--------------------------~------------------------~--------------------------r----------------- 200 ,------------------------------t---------------------------t--------------------------+-------------------------- t----- ---- - --- POWER CONDUIT DIMENSIONS DESCRIPTION .29.~~7 U"line~ ~(lor~ J !!!1!l!I1 in fQc.L!L..Jt_!..B_ 79+79 73+47 , Gunnite linedaquore tU~!1eLJILr.Q~ ft.&. ~ 73+47 70091. COOc~ete li~ed !u!l!l!tin fQC;;~~Q ~ ZQ:.~~ 2Q+()() Ooubh~ riyet~ ~~~ (li(l' onJrntlt.. 42- !.O__ 2(}OOO - 6 t 70 ' Tripie riveted Iteel p'il'eontrestle 42-1.0. &70 5·80 Trlp-" riv.ied sieei pipe on irestle 36-1.0. 5'80 0-00 t!!P.!~ !i;'et8ct ateel e!~ ~n trestle _ 34~1.0. I \00 f-------------------------- +--------- - - ----------------f-------- - ---------------- f-- --- ----------- 0L-------------------------8~0~+-OO-----------------------7-0-.L-O-O----------------------60~+LOO~--------------------~~O~+~OO~------------~ STATION r----._-------------.----------------~,_------------._-------------,--------,1\00 r-------~-------------------_+-------------------- ---- --_+-------------------~-----------------r--- -- ---- - IOOO .~===::t:===::::::::;::::;;;;::;;;.=."...,.,.,;;.~;r;,~,~~~.:._= -=_----~-.....-_~ P~N-S-~-q-£-K-- +-_-- __-t- _ -------------- -------- -------- ---~~_ L~ -__ ~ ~ ~ ~ ~ --- - -- r-- ---------- -- --- - "----- -- --- ------ -------r--- _ ___ AN~~X POWE'!~~~;-- - 500 Q ~ "~ , 400i :::I======-=--=-- __-= _ -=---=--=--=--=-~=-----=---+---I-- ....... ----- -=--'----.- ----- -- =~~ ~=~ = a ~-----4~0+00~~--------------~30~~~---------- --~207tLOO~---------------------~Ia.~OO~-----------=0~.ko~0~---~0 STATION POWER CONDUIT PROFILE NOTES I. Elevation. ba .. d on Meon Sea Levee_ 2_ Refer to Exhibit F-3 tor typical penstock detuil&_ 3. Profile from Application for Ann ... Creek PIpeline RiQht-of-Woy, 0-9. No. 6111-16, Carey and Kromer, Seattle, Feb. 1962. 2?0: ! ANNEX CREEK AND SALMON CREEK HYDROELECTRIC PROJECT JUNEAU, ALASKA EXHIBIT F-2 ANNEX CREEK COMPONENT POWER CONDUIT PROFILE AND SECTIONS , ? 29°' 49°' 6lf1 890' I~I SCALE: ('. 200' (EXCEPT AS NOTED)
1 20'-0· ,------ --- --------------1 l ____ D I I , , I I ___ __ __________ , I J /- ;" .. I ~~------ - ----------- ---~~ FRONT ELEVATION 1-_______ -=-2-=-6-'----",-0"' ______--------1 SECTION _A-A ' . 42· rili1\9 ... '" To. blow-off Qat. val""~ _ ----"'- U .. d for tunnel acc ... VALVE SCHEMATIC HTS I ~ 34- rllin'il It.m Qat. vahe ~ 34· rilint, Item ~at. valv·. 12· 0 ~' I.! ! ! I . VALVE CHAMBER 10' I I~' , Scale: ~ •• 1'-0· zo' I 2~' I ,"' Ii IUlpenllon cable Tlmbe,' croll beam . ~ o > ,~Timber .----- bracing ( , -~ St.el to •• r Suspension cablel t· IUli>enlion rod PENSi'OCK Vorl .. Max . • pon 12'-0· TYPICAL PENSTOCI( TRESTLE PENSTOCK ~~=~~=~i-St.eI tro .. beam 12· 0 " Z' 3' 4' ~' 6' 7' 8' 9' 10' II' ! .. , I r I ! Scale: t .. 1'-0· SECTION A-A 12 0 I' Z' 3' 4 S' 6' 7' 8' 9' 10' II' 1,,,1 1 I I I It' Scal.: ~ •• I'-OG SECTION B-B 12- 0 I' 2' 3' 4' ~. 6' 7' ft 9' 10' II' IIIII I I I I I I I I I----.J Scale: t·· 1'-0- 8" SUlp.nllon cabl. -A Su.penlion cabl •• anchored In bedrock -. -j o I ANNEX CREEK AND SALMON CREEK HYDROELECTR~ PROJECT JUNEAU, ALASKA EXHIBIT F-3 ANNEX CREEK COMPONENT PENSTOCK DETAILS Z' , 3' ! 4' , !t ! SCALE~ AS NOTED PENSTOCK SUSPENSION BRIDGE 10' 0 10' I ! .. I , zo' 30' 40' 50' , I I I Scale: ,-. 10'
Page 1 and 2:
Before the FEDERAL ENERGY REGULATOR
Page 3 and 4:
ANNEX CREEK/SALMON CREEK HYDROELECT
Page 5 and 6:
BEFORE THE FEDERAL ENERGY REGULATOR
Page 7 and 8:
. Alaska Public Utilities Commissio
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EXHIBIT A PROJECT DESCRIPTION TABLE
Page 11 and 12:
A-2 AELP and, consequently, to AELP
Page 13 and 14:
Here a transition is made to a 78-i
Page 15 and 16:
Township Exhibit and Range Section
Page 17 and 18:
A-8 the crown of the arch, the dam
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3.6 ADDITIONAL EQUIPMENT A-10 Salmo
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APPENDIX A-1 PROJECT LICENSE CHRONO
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EXHIBIT B PROJECT OPERATION AND RES
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1.0 INTRODUCTION The Annex Creek an
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Streamflow Hydrology, Reservoir Inf
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3.0 SALMON CREEK COMPONENT Sa 1 mon
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B-7 Dur i ng adverse water years, w
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B-9 3.3 PROJECT OUTPUT UTILIZATION
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RESERVOIR SURFACE AREA (ACRES) 250
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240 220 200 180 -CI) 160 L&.. c.J -
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7~--------~------------------T-----
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1.0 CONSTRUCTION HISTORY OF EXISTIN
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C-3 Date March 23, 1973 May 1977 Ev
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C-5 1964-67 Date March 23, 1973 Dec
Page 47 and 48:
LIST OF TABLES Table Number D-1 D-2
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D-2 2.0 FAIR VALUE, NET INVESTMENT,
Page 51 and 52:
0-4 Table 0-6 presents the calculat
Page 53 and 54:
D-6 4.0 ESTIMATED ANNUAL VALUE OF P
Page 55 and 56:
TABLE D-2 ESTIMATED FAIR VALUE SALM
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TABLE D-4 PROJECT ANNUAL COST ANNEX
Page 59 and 60:
ALTERNATIVE COST 10 MW DIESEL (1985
Page 61 and 62:
SEVERENCE DAMAGES (1985 DOLLARS) TA
Page 63 and 64:
TABLE D-7 AVERAGE ANNUAL PROJECT EN
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TABLE D-8 Page 2 llL (2) (3) (4) (5
Page 67 and 68:
TABLE D-10 ANNUA~ 'IXED CHAftGaS PE
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TABLE D-11 Page 2 Account lumber 19
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APPENDIX 0-1 ALTERNATIVE FAIR VALUE
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w , to :c x I,.lJ
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TABLE OF CONTENTS (continued) Secti
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LIST OF TABLES Table Number E-2.1 E
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Appendix Number LIST OF APPENDICES
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E-2 o o Lower Powerhouse Transmissi
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E-4 1.2.3 Topography, Vegetation, a
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E-6 The dominant vegetative associa
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Creek. AELP has a water ri ght for
Page 89 and 90:
E-10 Appropriation and adjudication
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2.2.3 Impacts of Continued Operatio
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_...-4 - - fi\LLg i> 2.2 WATER QUAL
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3.0 REPORT ON FISH, WILDLIFE, AND B
Page 97 and 98:
E-15 15 m (50 ft.) wi de s pawi ng
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E-17 flow of 1.4 feet as recorded o
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TABLE E-3.1 Page 2 Length of Fish O
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TABLE E-3.2 Page 2 ~(2) (continued)
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E-19 the Project license was made 1
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E-21 other debris that would damage
Page 109 and 110:
E-23 according to the Juneau Area R
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E-25 The Annex Creek Switchyard is
Page 113 and 114:
E-27 north of the Lower Powerhouse
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Photo 1 Upper .~d Lower Annex Lake.
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Photo 5 Salmon Creek Dam Photo 6 Up
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E-29 7.0 LIST OF LITERATURE Alaska
Page 121 and 122:
1 1 1 TRUE j/' NORTH ~29 . 5· MAGN
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- - -- ------------ - - ------, 1 T
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._ - --- _._- - - ------ ---- r TRU
Page 127 and 128:
1. SCOPING PROCESS APPENDIX E-1 AGE
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o ~ ALAS&CA ELECTRIC LIGHT AND POWE
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ANNEX CREEK/SALMON CREEK HYDROELECT
Page 133 and 134:
Mr. Robert W. McVey United States D
Page 135 and 136:
ATTACHMENT C LICENSE ARTICLES PROTE
Page 137 and 138:
~"~~IIIIIIIIIIIIIIIIIIIIIIII"1I1I1i
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. . !!I~[I;nlilfIUl!irilllfl!IJI!~l
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MEETING NOTES ANNEX CREEK/SALMON CR
Page 143 and 144:
Page 3 Should an earthquake with a
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ALASKA ELECTRIC LIGHT AND POWER CO.
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Page 149 and 150:
Page 151 and 152:
Page 153 and 154:
Page 155 and 156:
Page 157 and 158:
Page 159 and 160:
Page 161 and 162:
Page 163 and 164:
Page 165 and 166:
Page 167 and 168:
Page 169 and 170:
F·· L (~ a !; E~ c. C) n t a c. t
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BILL SHEFFIELD. GOVE.qNOR DEPART'IE
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BGH ENGINEERING, INC. 11550 CALUMET
Page 175 and 176:
* (lTV/BOROUGH OF JUNEAU ALASI\AS C
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Page 179 and 180:
The Salmon Creek c()mpon~nt lies wi
Page 181 and 182:
Our corrnnents to the Federal Energ
Page 183 and 184:
• # ·' STATE OF ALASKA DEPARTMEN
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ALASKA ELECTRIC LIGHT AND POWER COM
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~~~~[ @~ ~~~~~£ OF .. I£E OF THE
Page 189 and 190:
Regulatory Branch .~~~l.1a~¢e Sect
Page 191 and 192:
William A. Corbus 2 August 5, 1985
Page 193 and 194:
Page E-ll: The text states that ana
Page 195 and 196:
United States Department of the Int
Page 197 and 198:
William A. Corbus -2- August 26, 19
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Changes in the natural state of wat
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, \.~. I OFFICE OF MANAGEMENT AND B
Page 203 and 204:
• ~: United States ~ Department o
Page 205 and 206:
2 significant facility development
Page 207 and 208:
Cor1ifi~~;) l~o •.. ~.~.Q .......
Page 209 and 210:
·..'::-:~.'.~.. ij ;~~'~': ~>I CER
Page 211 and 212:
Page 213 and 214:
. J.~~ ~V;;~." !. , I I CERTIFICA
Page 215 and 216:
STATE·OF ALASKA DE~~TMENT OF NATUR
Page 217 and 218:
FILE CUSTOMER-ID CASE STATUS LAS 19
Page 219 and 220:
Page 221 and 222:
CERTIFICATE OF APPROPRIATION ADL l0
Page 223 and 224:
FILE ADL 100598 WATER RIGHTS INQUIR
Page 225 and 226:
\. Water will be tuen from sl.lrfac
Page 227 and 228:
M~g Addre~ ________________________
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APPENDIX E-3 WATER QUALTY STANDARDS
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ALASKA WATER STANDARDS S-$83 708:10
Page 233 and 234:
ALASKA WATER STANDARDS S-583 708:10
Page 235 and 236:
ALASKA WATER STANDARDS 8-650 706:10
Page 237 and 238:
~lf~lf~ (OJ~ ~~~£[K\~ • DEPT. OF
Page 239 and 240:
APPENDIX E-4 SALMON CREEK FLOW DATA
Page 241 and 242:
140nth 1'fJ,11y 1")n1.1~ Daily 1911
Page 243 and 244:
United States Department of the lnt
Page 245 and 246:
APPENDIX E-5 RECREATION The Federal
Page 247 and 248:
Project No. 2307 - 2 - In conjuncti
Page 249 and 250:
Al·rEfIDHENr NO.3#, I g INSTRmt1El
Page 251 and 252: Project No. 2307 - 3 - Interior, al
Page 253 and 254: ,".~. ,#",,:M' Project No. 2307 - 5
Page 255 and 256: APPENDIX E-6 LAND USE DESIGNATIONS
Page 257 and 258: APPENDIX E-7 VISUAL QUALITY OBJECTI
Page 259 and 260: Varie1y Classes Process Variety Cla
Page 261 and 262: 3. Rate features for variety This o
Page 263 and 264: , Sensitivity Leve'ls Process Sensi
Page 265 and 266: Level 2 ____ tfilt ......,.iliF1lt.
Page 267 and 268: Map Preparation for Sensitivi1y Lev
Page 269 and 270: 8. When the overlays developed in s
Page 271 and 272: Quality Objectives At this p.olnt I
Page 273 and 274: Retention R This visual quality obj
Page 275 and 276: Partial Retention PR Management act
Page 277 and 278: Modification M Under the modificati
Page 279 and 280: Maximum Modification, MM Management
Page 281 and 282: Unacceptable M,odification This sec
Page 283 and 284: Rehabilitation reh Landscape rehabi
Page 285 and 286: APPENDIX E-8 ZONING DISTRICT DEFINI
Page 287 and 288: C-l. NEIGHBORHOOD COMMERCIAL DISTRI
Page 289 and 290: COASTAL PROJECT QUESTIONNAIRE 9/lfH
Page 291 and 292: c. Timber Yes No X If yes, amount?
Page 293 and 294: d) Incinerator burning more than 10
Page 295 and 296: · . utilization at the Power Plant
Page 297 and 298: APPENDIX E-10 STREAM GAUGE SALMON C
Page 299 and 300: ,. Alaska· light and Power Company
Page 301: TRUE NORTH 729.5- -MAGNETIC NORTH I
Page 305 and 306: 1 1 'b "' !!! 24· 010. tingle oate
Page 307 and 308: I 200 I 800 1 r--------------------
Page 309 and 310: I I 1 I ,. 1 . -'----~- Trashrack~
Page 311 and 312: TRUE NORTH MAGNETIC NORTH /IIPPER P
Page 313 and 314: EXHIBIT G PROJECT AREA MAPS TABLE O
Page 315 and 316: POWER CONDUIT ALIGNMENT EXHIBIT G-2
Page 317 and 318: COURSE NO FROM TO o (Lower PH I I 2
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Before the FERC Application for New License for the Annex Creek ...

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