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

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• L William A. Corbus MClrch:5. 1985 Page 2 - We look forward to working with you on this project. Please let us know if we can be of further assistance. Sincerely. Neil C. Johannsen Director Cd "cfA-~~ &U/vu_ By: Judith E. Bittner State Historic Preservation Officer enclosures cc: Nan Halder DR:tls
BGH ENGINEERING, INC. 11550 CALUMET AVENUE, LA JOLLA. CAUFORNIA 82037 f~~09 March 25, 1985 Mr. William A. Corbus, Manager Alaska Electric Light , Power Co. 134 North Franklin Street Juneau, Alaska 99801 Dear Bill, In accordance with your request, I have made a determination of the number of inches of rainfall on the Salmon Creek Reservoir drainage area that would be required to raise the reservoir water surface from Elevation 1140 to spillway Elevation 1172. This ceterrnination is based on the assumption that there was no outflow from the reservoir either through the Lower Salmon Creek Powerhouse or through the reservoir outlet valve. Under the above assumption, I estimate that it would take approximately 22 inches of rainfall on the Salmon Creek Reservoir drainage area to raise the water surface from Elevation 1140 to Elevation 1172. One inch of rainfall would raise the level of the reservoir approximately 18 inches. Assuming ehat Lower Salmon Creek Powerhouse is operating at its present full capacity, the outflow through the powerhouse is equivalent to a dxawdown of approximately 13 inches per day while the reservoir is above Elevation 1140. Assuming one inch of rainfall per day, the reservoir would rise under this condition at the rate of 5 inches per day. Assuming 3 inches of rainfall per day, the rise is 40 inches per day and for an assumption of 5 inches per day, the rise is 75 inches per day. Should you need further information on this matter please let me know. Sincerely, ~ B. G. Hildyard
Page 1 and 2:
Before the FEDERAL ENERGY REGULATOR
Page 3 and 4:
ANNEX CREEK/SALMON CREEK HYDROELECT
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BEFORE THE FEDERAL ENERGY REGULATOR
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. Alaska Public Utilities Commissio
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EXHIBIT A PROJECT DESCRIPTION TABLE
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A-2 AELP and, consequently, to AELP
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Here a transition is made to a 78-i
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Township Exhibit and Range Section
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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
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LIST OF TABLES Table Number D-1 D-2
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D-2 2.0 FAIR VALUE, NET INVESTMENT,
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0-4 Table 0-6 presents the calculat
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D-6 4.0 ESTIMATED ANNUAL VALUE OF P
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TABLE D-2 ESTIMATED FAIR VALUE SALM
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TABLE D-4 PROJECT ANNUAL COST ANNEX
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ALTERNATIVE COST 10 MW DIESEL (1985
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SEVERENCE DAMAGES (1985 DOLLARS) TA
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TABLE D-7 AVERAGE ANNUAL PROJECT EN
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TABLE D-8 Page 2 llL (2) (3) (4) (5
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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
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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
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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
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E-23 according to the Juneau Area R
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E-25 The Annex Creek Switchyard is
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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
Page 123 and 124: - - -- ------------ - - ------, 1 T
Page 125 and 126: ._ - --- _._- - - ------ ---- r TRU
Page 127 and 128: 1. SCOPING PROCESS APPENDIX E-1 AGE
Page 129 and 130: o ~ ALAS&CA ELECTRIC LIGHT AND POWE
Page 131 and 132: 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
Page 139 and 140: . . !!I~[I;nlilfIUl!irilllfl!IJI!~l
Page 141 and 142: MEETING NOTES ANNEX CREEK/SALMON CR
Page 143 and 144: Page 3 Should an earthquake with a
Page 145 and 146: ALASKA ELECTRIC LIGHT AND POWER CO.
Page 169 and 170: F·· L (~ a !; E~ c. C) n t a c. t
Page 171: BILL SHEFFIELD. GOVE.qNOR DEPART'IE
Page 175 and 176: * (lTV/BOROUGH OF JUNEAU ALASI\AS C
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
Page 185 and 186: ALASKA ELECTRIC LIGHT AND POWER COM
Page 187 and 188: ~~~~[ @~ ~~~~~£ 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
Page 199 and 200: Changes in the natural state of wat
Page 201 and 202: , \.~. 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 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 221 and 222: CERTIFICATE OF APPROPRIATION ADL l0
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FILE ADL 100598 WATER RIGHTS INQUIR
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\. Water will be tuen from sl.lrfac
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M~g Addre~ ________________________
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APPENDIX E-3 WATER QUALTY STANDARDS
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ALASKA WATER STANDARDS S-$83 708:10
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ALASKA WATER STANDARDS S-583 708:10
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ALASKA WATER STANDARDS 8-650 706:10
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~lf~lf~ (OJ~ ~~~£[K\~ • DEPT. OF
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APPENDIX E-4 SALMON CREEK FLOW DATA
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140nth 1'fJ,11y 1")n1.1~ Daily 1911
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United States Department of the lnt
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APPENDIX E-5 RECREATION The Federal
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Project No. 2307 - 2 - In conjuncti
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Al·rEfIDHENr NO.3#, I g INSTRmt1El
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Project No. 2307 - 3 - Interior, al
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,".~. ,#",,:M' Project No. 2307 - 5
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APPENDIX E-6 LAND USE DESIGNATIONS
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APPENDIX E-7 VISUAL QUALITY OBJECTI
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Varie1y Classes Process Variety Cla
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3. Rate features for variety This o
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, Sensitivity Leve'ls Process Sensi
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Level 2 ____ tfilt ......,.iliF1lt.
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Map Preparation for Sensitivi1y Lev
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8. When the overlays developed in s
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Quality Objectives At this p.olnt I
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Retention R This visual quality obj
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Partial Retention PR Management act
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Modification M Under the modificati
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Maximum Modification, MM Management
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Unacceptable M,odification This sec
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Rehabilitation reh Landscape rehabi
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APPENDIX E-8 ZONING DISTRICT DEFINI
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C-l. NEIGHBORHOOD COMMERCIAL DISTRI
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COASTAL PROJECT QUESTIONNAIRE 9/lfH
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c. Timber Yes No X If yes, amount?
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d) Incinerator burning more than 10
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· . utilization at the Power Plant
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APPENDIX E-10 STREAM GAUGE SALMON C
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,. Alaska· light and Power Company
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TRUE NORTH 729.5- -MAGNETIC NORTH I
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1 20'-0· ,------ --- -------------
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1 1 'b "' !!! 24· 010. tingle oate
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I 200 I 800 1 r--------------------
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I I 1 I ,. 1 . -'----~- Trashrack~
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TRUE NORTH MAGNETIC NORTH /IIPPER P
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EXHIBIT G PROJECT AREA MAPS TABLE O
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POWER CONDUIT ALIGNMENT EXHIBIT G-2
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COURSE NO FROM TO o (Lower PH I I 2
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