The URL can be used to link to this page

Home My WebLink AboutBefore the FERC Application for License for Major Unconstructed Project Wolf Lake Hydroelectric Project Appendices I 1998l:.:.:~ -:.:.:.: ••• .:,".<1 APPENDICES I: 1. Water Quality Report 1 Water Quality Certification 2. Water Temperature Analysis 3. load Forecast (POW Market) 4. Financial Feasibility o. Cost Estimate 6. Hydrology Report 7. Operational Model Hunting and e..1<:!tunn Permit Applications 10. field Study 11. Erosion and Control Plan (ESCP} i Regional Energy APPENDICES II: ~j$LE Of CONTENTS 1 3. Agency Consultation list ,81 AQUATIC ENViRONMENTAL SERV1CES TO: Oien Martin, Project MMager Alaska Power and Telephone FROM: Dale Bonar Water samples taken from the outlet of Wolf we on 400196. 1123196. 4/4191 and 9/11191 were Malyzed for 11 variety of physical. organic Md biologiati perimeters by uucu T estioa lAbs ill Seattle. Because of difficulties in making iiI' shipment schedules from the remote site. samples were received by the testing lab after the specified hoidins times for BOD. ChiOfOphyUo a. Pit Turbidity and ooUfonns hid el~ Test results for these "overage" srunpies are shown in BOLD on the attached ootJ! ~ Ex~ of holding times do Dot appelE to hive ~used any sipificant shi& in data except (possibly) for the totlll coliform Malysis on 9116191. ~ water qWllity data dtow thmt the Mter in Wolfwe is very cl~ 'With low ()~ and biological content~ few suspenOOd soUds and very low turbidity. These results are typical for i low productivity (oHlOtrophiC) lake system that has low orpm.; input The water lms a low., mooerate bardness and fA pH that is only very sHsht!y acidic. again typical of an alpine snowmelt lakes in area of heavy bedrock ou~ The owy elevaloo mult i$ the tow ooHf'orm wnpie tested cn 911 6/91. Coliform $M1pl($ sOOtdd be ~yzed within 24 iwW1 0( oonectio~ and the additiotW % hours tM sample wu held may have contributed to this elevated result The fact the f=~ ~oHform sample tatum at the same timt W$.S e%tremely low shows that 00 mammaUan feca] plUutiOil was detected. Because the total coUform test is I oon"specific test that identifie~ aU aerobic and facultative anaerobic, granHlePtive~ oomporeGformin~ fOO..shaped bacteria that ferment lactose with g&$ Md add prodl!Ctio~ the wurce of ootiforms contamination could be anything from raccoon fur to fish sUme to leguminous phmts. Since the elevated result was only reen during dUs single $implwg date and the holding time was w far out of oompliance, it canoot 00 considered significant Ai~~ 1911 Otto Port T 0WflI$/Md. VIlA AQUATiC E~N!RONMEli\.rf Ai. SERV1CES W~mingtM St~ft P@rt Town~, YIP:.. ~ (300) FAX (3&) 319-910§ i!Il ~~wm~@'i~~ ~~!!l ~~~~~~fi'w~ ~!!Il~~ ClIBff: £imWil ~ a 1'@t~ '.c. IoJl m 1fi Ott@ $t~ ~1'~~~ ,/(,1'1'1 : Ii.m~ifl Tw:m Iy : C:l i~t lf~t~~: AllJ3M Af~ ~r~ fi21 ~m Type : Mat@? ~t~ DmrfJlthm e.~tific~t. @f Analymis Vl:Irlt ~ I 91·gwo~ Mil §a!I'IfID ~ ot/16/97 MN tw ~h 10102191 !';@ltllethm Plt@ ~loo ~@ eollietoo 00 9/11/'Rb Wt Mt Ifllel!th~ at tiw h~~rl£tMY mtH '/~M7'~ The eU~t di~ted YIl t@ F~* tilth ~ ti'da)'£f~ of ~If~t~ "1Ie~twd m!tllli~ I'toldtim. U;~ feH~fne ~rmtillt~ wre NC~~wd lOOt$hti ~o(!ilf!'ii t1118 fot' th~ ~tvahH atlQr~yUnl. ~. TW'bfd'1ty n 1@1:&1 ~ f'~a C@,.tora. 1M ne; ¥ fftlJifcat~ the wmtyt@ of IntllJ~t ~ Mt .teet~~ t~ tiM! U~it of wtiIK:thlft Imffcat.t. '@U~ine FOOMtf2thm of ~~@ ~lt$. t"'e f@H~htl ~feoo @re ii\lU~ed to 1M3 ~~ ~b A; ~·tOOd Slri ~~t ~b; i: ~~ n ~lfc@t~ R~t ~ix c~ Ita Spiito md St~rd i01@r~i ~eiW~f:lt Iteport ~b, Ih CMI~@f·CU!lt~ U:"!t~ @t!'i<:lI"'M!OO ffflt£'\£;~&i 3U ~t~-@ ~Ha ~ @~~~ M 1U14/f7 ~l i!:~ ~~ ~ ~(~ w;~d? ~r@ ;!;:~~ ~f~ i!:Wl® ~fflijm~f>& ~ 00 ~l~rcbfol~i~t ~loo" ~-,->"'~'''' {if ~H:i!:~. !,~ roo~f~ llliltl@i"@'I:@f'ioo, uJ rNlI~i!;l~bi!OO~~(>!~~~~.:r1~tI;~l!ie~ ~~""'~cfJtrow;~cfJ~~C!1 ~(l/its~i><l~~jM,~<l<'~IiI~~I!il:~~ ~~IlO~ I&tlw(U!;J~II~(I/~~~ifj!JOOd~~~I!,;~~ AUml isrity6 TotAl ~ ~ ~ '$ If~etit ~ ~L '0 U A (tR 1~) qlrA 1e U feool m/~oo d 2* tetol ~/100 ~t n~. ~~~ qll t.@ U Ift~e + Eltrit3 @§ B BWI. G.®1 U ~Ifte~t~ ~~/m 13. 'atilt liNObwd IIil te qll !. f~t .ft~ Ii q!l 8e4 ~a IItt~ ali II ~ 1,,4 V@tIilI on & ~ (4U .. 1) W@I\ 5,. II T!l!tllll IS' q1l I .• f@t@t ~ti. BWI. 2~ 1~fi~ty ~ m.u M'i'Y 0.24 fill ~l elm:: ~C "" T!'iie~I1I1~"~~Lmo:~~.~,Of~dmt1i~lBg~ ~~~~-~~~11Ji8ll1'f ~1'I'l_su.!lln~lil'i!!'i~~l1Jim~lfifIf~or~idlM~I1dfM~ ~~~oo~d!i!l3J~ fc;>'hlMp;iII_I'I'l~&r:JJor~iI'I~~~~IO!I'I0~oe!l'l0Im:11:lW~~. 'I1llI:;~ir:l~~I?;::;~~I.lQ@{,!!fiII9~.~,~~~~~iII~ ~i£i(l{,!!IM\'!WfI!ll{,!!!illi;;~1$ ~~i!>l~"".~d'I\h9~(ti'~<:tI!>l'f'f~(1;1~d/l.l;~~"",~ ThiI>~~itl!~ b' I!'lSl ~ ~ri~ ~ ~aooJ(}2 ~~ ill ~~ ~ ~OO ~ t\I!oo.l$~ ~!'tI1o:~. _! ~t'jf ~ml ~ .~lBl~f",~~~ C1Jntf@t 'alMYtrWM ~1-~-~-='I\l!lIl.!!lll\ilmdm..l.lu.:!lill:l_~I.§ R~d~ISD l.idS_ Irlf§1 ~. LilL ~m .. __ yg1 1O· •• m ... W_d1 ~;~~1'~.JII)1 10091. _-_\fI)1 OO~f1_o; ... W1 OOI:¥~'97_m_W1 ~ ... m,uma t 1 1 1 'I 1 1 T~t$t jUbUnt~ 1ft mtw Totllli ~i~lwd lot t. Y@tlat ~.orus ~ ~t~otfKDt r@t~l b~ SQlhi:! YetI! V@~t~ H@~ f@t§!l 6r'@vfmtri@ @it n ;~ Tot~t I:Jfll~l !Ut~ ~!tr&t@enjtFft~ bv ~t~oph@tfKDtr Z.@ U 2.@ U .. fU1G IJ qI\ UHf q/L 2.@ U ~ 5.@ U q!i. C.lo U @.01C !J ~ A et~ btri eM wllootlIl l'«(t ~ GM UIIiItyte ~ !ION! tfiM em ~rfl: @~. The 1lillBtf!@d btri8 fn thh r;port mllY 'lft'11;1~tlt ~lyt_ Mt .tl!imiMd 1m tMa I«W~ ~i'. bYt ~th.l~ @tt@mh'l8d in tlMi ~~hltoo Mri. B ~ ~ wt fd,g;te ~~ thM 'lilM !:KIrk ~r, ~thod b~~ f'~lt$ €Irl!l Mt ~hmYf! r~t6ld frl tM ~ ~Wiv~thlH @f' to the ~ ~~tt<m Hefts t!'iet .,12 wed for ~i@ i"l§IIllYtt@. 4.@ 4.@ 0.020 2.@ 4.@ 10 @.iM 0.020 ~ Sooth ~ St., ~&1~, Wit ~]()! U'Ob~ 167·~ FAX ~) 161·~ ~ 'TTTTT.l:I'" ~'tf'xrrnrx ~=-====~=~~""Tr'I"£lQ'J'T""TX""'T"~ O~. M.lcrobiok10, Techru<:ai ~ Th$~il3~b~~<oo~Im~.~.($~(:;)~'lOli;$~ ~~<$m~(1itMl~E'i:WllI ~oo~iI!i2lirl~w$;III0~\'!l'eOOWlll~\'!l'~~OO~~(j;l~ 'iJ'im~~f\ll~~ fl:l'T~M~~~~~m~~~~!l)fi%l~~!i'!@~~(18~. &mUtt ~lffia 1I~ ~fj~f@8'~~~ ~ i~ ___ ~i Er:fJmtig Wrfft~._ --"""""""""" __ ~_~,...,.j_~~_~ __ .lfL ..... lOm~TM~ Q:H~" ,.:mI1@1 ~-~ fI .. Vlat~ ~~ Ccntr~l L i~U IPD s ~~ililtf~ 'ere~t iiffe~e let. '" l~r CMtrol U@U: UCL .. ~r Ccntrol liait 91C928'Nli TOtlilt Mi~~ ~~02 fQtllll l'leaGml lfit~ 9~7'~ mltrQt@Jm~trtt® (~ !§J.2) ~~ for r~@wry ~tw h1liicat@@ that t'~ry eooid not ~ eilh~Mt~t~ t "12' 21 1 '1 142 19 Z 6i 1Z! 10 ~ ~~ ~fl" em w;Udat@ t!l@ ~ltfj for IIII:!;Ir~ thm {INJ t«Wk~. f@r tM~ r*~. r~ytts for l!i:M1)'tE!l$ iWlt f'~ted on this ~fk @"'r my ~r in eh!s mJiJN$D r~t. ~~is~b'te~~mm~.~.«~!illll.mm~l!ls~ ~_~IIl'il~ra,*~{f3rmt ~raQ$I3!Iin~M1i'1I1'!ill~Qi'_~G!1'IJproiW{f3~Mlioo~t.m!yml~ ThiJ!l~~~~~ I'«II'!illM~Ciil~IJ1l;I$JCf~ m@*lI<lilf'iM:l~ooINlI\!!0I!CiillMl.mdIlwra~. M11~~fflt ~ ~~iloo((@ IS~ f(,W ~ @r~ ~ _1 i£!l!AA l.g ~_tt fl!'l1iiIf$fg wocm¢~ ~~m_~~ oo;~uwr j.LitW1 _1nr_e~~ @$~~r="mro1 ~1W='roM1 ~1m~'ii~~ 1 ~m_~1 ~ ~m_~ 'l< '" ~s~~ be~ ~"'tf'@l li,;;l§~ ~ " ~~~<!ii:~~ ~m"emt f!HH&f~ ~~3lJ:~@~ 1~f@f~ 9~~02 lUk!:ll ~~!4G(lf ~t@~1U !}) MI~lfthl @ ~n»l~"T3~!n ~ 9~-@2! r@~@lf,. tlH~~~ klU@ ~~~ f@lt0t ~lht:l ~~3-~~ ~~~@~ ~ff~~ ~~t~ J1lL ~ ® t, ~.5 t.1 1@ @ !. ~.@ @ I.. !j.@ @ 1@ ~.! :M $.6 ~ @.t}$ 1~ it ill} L ., ~ e:(jSl~f'@l ~ iB3h 1@f' ttlh; .Mal~t'l hl 5" ii:!'i@ ~t~thm a h:;'l~ii:o Th<rl 'tl:ltlR ~&?!fI\l! if) tt111i ~ (:@[1Nlm h. tI'I~ ~[M':3 €ffffi!M"~t1l ,,'V !;:h~ ~t h:&;too. <'I ~@f" rw;~ whm ~i'li1l1i~too ii:l1/Bt r~~ i%l'l.!M oot ~ U1iwR@too Pi, ~!r ~ ~U~t@ ~I'le rooy[lIa f~ I'>mtl'e \i;~ ~ ~t ~rn (,<@{' tM§ r~~$loo. !"OOl.!tt~ f~, ~fldllt~ M~ r~t~ @18'\ thilS ~<1'~ offkw ~v ~ ~~ tl'lhl ~l iel:;t!:1l/ r~r\i:. 1;'&~1is~Ill?"'.1}~",*(;;1~~.~,II'J~i:;;l~i2f3~ ~2i~~!W\);jIM_ w~ ~d!t;g~"'~lIiSIf/l;2~~~!l'lI?ti'f.~II'J~~~~ooIg!>t'!~ Thie~~f>@ ~ ~~~l'/*<~."'~~~fII~ill~\i.:I8lI·~"II.'!~~~~d!~IreOO~€t~. iS~It!!'IMII~U0iIel~~.~,Of~dm"'~i8iS~. ~lINel~~eli!'lia~iN'~ iltldlfiin~1iIi!fI1M~Oifll!f3el&ny~Q!t~l>Ii1Il/;!I~~Q'Il~ 'I1IiII~~ft!)~~ Icth U paolf~<:A ~ ~fIIt ~il'l pldlililh lIIld~to'IM~ellM 1mOO~ 0I~. . -"""",,""""'"" .. ..,...0 ~l r~j;l' ~;;:ffit l::~ il~ ~n::i3 ~~ fer ~ ©:l-~ ~ IMll:flk~U:K0~ =.JE_L-l@ Md~ =~I.c~~~~"~== _~~_~~ __ =~ o ~ V&l~ ~Ae~ ~~f@t l!~it L~l !Z ~~r Ctl:ilt;;:ffli Ib~m~t ~!, '" ~r e<mtr®t I'.k:lh A bte\1k ~l!:;@ ~M \ffiH~t:@ t~ l"000lt~ 1eJII' !Wf@ t:hll:fl ~ ~ @~!'. f®r 2:M3 f@~. f~iJU:>;l ~@f a,"@l~@@ Mt r~t~ @f~ tMi'! Irof'It "~r my ~r fl'l thie b~~ apit~ r~~, YMl~~i!l~bfi'l2~\$'l($l~p;v-J{Il'I,!)&F~,m~~~ii(;Jl~. ~!!W~~_(fJ~~0}l'1'ifIi? ~~~~0eer~~~~m~oR~~~~00l~~rtMfOii~ Th:!l~~tI\'t~~ S;w\lt<l~~c1~a"!l.!l,~~1!I!~~im:I~m~~Q$\lt<l~~QS~. Qm;Uty ~rof. i~ It~ mG1~ V&3twf*~ I~ f@Il' ~ ~ ~ ~.UAAUW 'lfrHI!!?f bt't1L.. .... RG91691_~1 1 If~"'h:,et ~ D~ It»n"~" ~At,'Q.n 1 AU:~t inti tv ;jl.\R091n'UU!~1 1 f@UI. DluolWld ~UiOO _1m_1M1 1 !@tel ~tlIiI ~OO'1P7_~1 16~ d~1m_~ ~ ~tffe;~t~ iC92'W1=~1 1 T@t'*' IJ@l~1 mit~~ ~~~ 1 I!lIHfSlt0 :}~:~: ~ ~ V_lYe ~@t ~ft~!n fit~lf~ed Control Lfmfit ;;;~;;;; 1V ill True Y~h~ Let. ,. !.~!" Control If!§it UCl >I ~!" tMtrol I. hat t 2;02 70.0 §3(j tS.' t40 9!0 15.4 13.' ~ ~/t, ~!1. MGll MGll ~t ~ MWI. mit fA ljU:~lrd il~f~Ir~~ MBt~iel ~ wlh.to ~ ~u:~ f@f' ~ thm ~ ~ ~I". F@f' thh i"~. l",",uU:!3 ffW Mt r~t!!?f M tht!3 ~rk ~ m§lY ~i!' 1ft data m ~t. 198 69.5 554 '6.1 14$ 974 ~1. t 1 •• 0 'This~~~b1hli®li~~'JI~~.~.~~~~lli'!l~.~YiMll>Sh~~ttm ~!lfiil1ildill~lIiili'Ih~C8_o;I&«jJ~«l'~dl.l9~~Il!ll~ Thi1i~~11@ ...m.... f~ m 'U~ 11.0 :)1' 595 n.' 19.1 134 1~ 9G5 im@ 15.3 19.i 14.i zo.? !Q:hM~eA~MlHtN~ll'l~I&IIhIlOO~romlUMw!M~IWIIlf~. ;;"0 _«l." ~ t>1i;)O' 0 ia~!&~~ii£&if.\I'i:;j~.~.Cfi~I:;j~~@&~~. ~~rt!1i'to<J~rt!~~Cfi~ (e~il'I~~ill;:;~M~M'~~Ilf~~~~~!IIl~ YWl~~tlil~~ l';g~ ~ P'<l~ OS~ilf'<iICfi f!M,~ ia~~ aM~m\1'0 ~~\1'0~ m.$C<~. ~#_~-~~ PMiI: ATIIENTIOlII: PROJECT NAME: " .~ .. ~ tLUiiT: Atm;k~ ,.~ 3 Tol~ '00. ~ m 1'1 Otto ~t~t ~tf~wUl~ Am ~ ;tffm ~rtl!l !6@·!i5°1'rD Tskffm my ~ «:1 hint Tr~rtQd by: I»S/Atook& IUr f~ g \m'!i1W CGrtifl©ate of Analy~l. ~rk orna~ ~ '7~OH52 [jAY!! Et:iI\'ID ~ l'i4lf11ffl @£'Ii! fJ8 REPalT: 04hAffl cum .. gD : m S'd@ C@U"tioo Pit' The ~t~ mro eolt"t~ M 4/4/97 Ifld ~r~ Mt f'"eh~ IOitH 4/9/91. tf@ t~ts it<t~@ i'~t~ M th~ QX;. TOO eUimt t!H l;Qi'ltutlKi WId eMfl~ 'd'iat it<t shwld ~r'f'@m thtl $~ teetl BS fMI ,,~ ptrf@~ f@if I:! preview l!&'irfIli~ &.'1:. Sev@rat @f ttle ttite ti'!Bt fMlre f'~ted ~r~ r~efwd ootsf~ liel~i!!lifl. The Il:~ foot dir"t~ tl/!l to ~ 3he~ ~ ~!'f@m thO$e tnti r~t;fWid wtsh» IM:IhUI'III t'i1Ml. Pll!r~t~rt; lilMi~ a-:.rtl.d~ h@h.u~ tilll!i't 1lJi"@ ~H a-.tor ... yH 110. CoUf~s ~ md TurbhUty. TM n~ Y fMfic<atoo the MiI)1:@ of l~tel:'~t ~ Mt .t~te:ri. to thffl t baH: of ~t"thlft indltl1:~t<id. feU~int p€"e;$mtathm of ~~l@ I"HYlt3, the fcH~il'\g ~fetH &r~ Irtt&eh~ t@ thit; r~t: ~b A~ ~th@d It_ i~t ~b l!J: Matrb Spfil:*I~trflt Spite D~liO:latll'l md ~UC<iJt* ~~t! Cg ~t~ ~i!;:i1$ @'l.'!1J ~t~ffi ft~fM'~ !ibt~h~( fi~ ~i~ @: ~~!~'@f'~~~ ~ld?lJ~ ~iU~. I.;ru;:;:~ y~<gfft;!ll l~!'i!lt@rioo. Ui:!;, ~~i;;;~~iI'ri;ll~lm8r$iM~.rwJ~.Cl!'~IllI'./!'.m;<::!<;~~~a<Iiit:)_(fii!lis~('<l'mw ~~ol«f$U;llil\~~fiM~('<l'm()1<l:11y~fJ':~w<!M!~~(.l;"~ Th'<;~~I>:l~~ @"~~~_<l.~wr&fJ;1~i1;~~~~~i?lsJ~~In8Imi1:ilIl>lt<lJr;ij~. '1m! ftllt~ _ ~VI~ AMlyt_ Unit!!> 8lU:!jUftity~ i®tlill m ~ iI$IL ~. I'~fli::@;a~~ qII. 5~ U ~t~lA(~~~) t~ U C@tlf~~ f .... ' 1'IPI/100 mt ~o U ~fif~. q~a ~/100 III l. 1IiIII~!SIll~ qll 6. S'tr~t~ ~ mft~lt~ !SIll m q1L @.IS ii ~ifie~t~ lSiI'Iot>!m 16. Totlill iHiBl?lO(~ f@Ud8 q1L 18$ r~l Ilel~l !ilit~ II qIL ~., f@t~l IU:~ iii II rQlL lo~ fdal en II ~ (4130$) qJt $. U 'ot~t ~t. &I P qll @.@2 rot~1 ~~idB qA 20 tB V!Jfbidity ~~ 1Wl." rmJ i.~ pi ,t *!ec me 6,,4 ~~it!~!cFhI~~gflM~~,OI'~m~lI~~ ~W!'I~Ih;j_fJ'ItI'!iio~OI'MJ ~otudlfii;';~~th!lllMfIlI!iIlg~~gflltfl~<r;Il~~b\\'i~~C!eI~ 'i'l'Ii'0~~M~~ * ~~ ~~W ~ eMI01'~ ill ~ IIIi!b aM~ IOlIW M:?lI IltllW Im$ noS~." ,.,."«£""",_"",,,,0, Appen~A Thli;~1S~1.OOIw!i\lll~~~C'l!i\lll~,fJ<l.~~.!?<~I:il~Il"'&~. ~~(l')~lli>l'i\'l)~~~tl<~ ~C'lIl:i\~~~~I<'®!i\IlI~tW7IlIQ:'W$C'lr:lll~~0<~ffl'i:tt<l~~Im~ T'IIis~~rnI~~ klf!i\lll ~~~ol ~tMI'X&~il'l~!sJ!ll~~I!I)~ ~~~~ iWlC'l~. ~l§ty~tm ~~ Iln~ for ~ ~ ~ CMti"Ot ..A#~~i* '"' I~l£ !l!lU:m iMUW.JU ... WM t 'i'@t3i Al~a fnfty fl'il I:.Ieltlir ~.C qA ;~'>Rw_m;_YM 1 T~tal ~i~$@l~ ~tf~ 2.€y ~ '~L"=WJlj1 1 Total ftt.crw by ~tr~otlmi!ilt ~.@1{B 1.1 ~ ,04Wn_iU_.' i@ttll ~ let t~ 2.@ 1,1 qf!. 104 '597 =mUlill1 1 Wftr~t~Q~ftrit@ ~ ~tr~ot~tr !1.@16) IlJ qJl, ,04 W_W_YM 1 T@t@t Gr~v\&ttrie eft ~ Gr~ '.@ IJ qIl :MiiR_Tlm"'-t T@t&l ~j~tdm~ .'tr~ @.~ U r?4Il ;0421"' ___ il9' t r@tal V(tr~t@ II~ ~.@ IJ ~ ~ Il.~oo Il!Itri t;&n yal fdlt~ lIJ:'!Ore ~ @fIS mrolyt@ en ~~ thlWi Ilf!,fI IdWk Of'~. The e;tOOd blris In t~is r~ft t!m)' 1f3l;:i~t6 !l'JMlytQ$ Mt wtltfWlh'i<lld M thb V@1"il: o~r. but ~thlth~a.8 tJetefWlfMld In the tisoefatoo blri. 3~ 1M ~(SJ wt fdtilte ~t'* th«l:n ~ b»ril: ~r. ~t~ blri N$ul tii arff not mthl) 1M' t@ the ~ tJet~tioo ~ili!lft1!l t!tat (!IrQ ~ for ~lo r~lts. 'i'l'!i0~.~lOrh~\lS!ijo!lll'li3~.~.fP~'Il!~!!i!l~. ~!.I'i.'®o!lh_ctil'm~.tz'mv ~o!litll_i!t~1iIlil!lIfN~fPiI&\loa~~Of~d~~~oo~ ~~~fNj~~ ~h!M~l'lClIdI~~~Ci1~!lli!IlIlM~lOh~qfJ!I'illIlrM!J~qfJ~. . ..... . ~~~~"'UlrP 0 Ullil 4.@ 4.@ C.@at 4.© O.~ 111 @.~ 4.@ ........ I'i>~ is !Mlm~!<Jr~$'\'Al~ \ISelG! i!W~,~. Qf~!OwlI«~llis~. s,~ ~ (J2\1i'1j; _et1~ ~yOi!~ ~o!iW$Ul!'li1l~~h!I~~m~~I2l'I1'~lQ(~...,;i!I»~WI!J!01l~. TIti3~~I'\1)~<?~ ""'~~~~~Il'1~~Q(~·i:'l~!I!i\?l~~il@iM~<Il~Irt~Mt!d~. ~W:y CWttr@i It~ NSmD ~~ fW' YM'k ~ '~2 ffi'tmt l!ieowry eMt. lfl!r<ift$ !fL ~B lOi191 JM1 ~tw8oG4 1@tllli ~~ 119 U$ , 54 129 !W$j¥~ff:~1 1 '7C6116~~ OOitret@/Uftrfite (!'A !$]cZ) fQ "11 , 6I1i2 Q.Ktm=~ t ~ g Value Exc~ Control t~l!r<ift ~ ~ I@llt~y* Per~~t Differ~. Let ~ L~~ C~tr@l Limit UCL .. ~r C:ootf'@l I. ~ai t 9~~~0G2 T@t~t Kj~l~l -1 for ~overy wllS frdi~t~ ttltlt rlC@v~ c~td Nlit be c~\.jNl@.t4d IHr~ tw % I '1 An ,m/mD ~if' ~an 'I1aU8t@ thll! r~ulti f@f IlI@l"t ttlm 00$ llII'Wt (j~. F@r ~it! r~. r~n. fai" &N\lyt~ oot f~t!ld M tMIJ ~rt ordi'lr l1!i!)" ~ef' in ttti$ ~.msii r~rt. 1'2 'Illi8~~~IileIt$~_<J8!N~.~.!1f~I!il~lUie~. ~~<J8!N_~IIJ!i~I;'f!lftJ ~c'lils~in~~!NIM~fIf1_rlifilflll~!)f~I'iIi!lbl:l~~oo~ .• ~~~~~~~ b"!N uP!lff~of~f}!ldJfJI!~I!l~~M::I~!I}!N~rIi!N~ ;md(.l§~. 'if $0 '9 ~U\!;y eooeNi ~~ h:'*t~ !l~t 1&> ~k ~ ~ ~J~t ~ '$I~.@Z~ ~m~~1 1 91O'utH)1 f~'tM@i'Cr ~~W?_~l 9~lS;t·@1 a:t(,W~Vl t ;:; PIl.}1t~~ ~ M.!4~~'f1~~~ ~~-04 Aa~3ti~itr oo.tt4,"~m~1 ~~aH~~ rO~&a ItH~l~ ikIU,*, @M1491=Y~1 ~ 9~3)~Hl~ 'fo~!!l~ ~ So~ ~® *~m_~ 1 9~WG~ ~Uh: r;~tWl:OO ~)~-~{@] ~ 91f141~H'j~ ~~IB \!? '" W<l~(J% exc~ CMt:f@l l. b;::H: ~ til ~@tBltfWl P'Gre;;mt 1)Hf~i"~~ (., '" ~ ~MtN[ U1l>llt f@i" tMl$ m>llWi:~ ire !it:: the! ~t~ti~ ii@lt. 1~ '\f1:li~ ~s t!~~ It~iyt~ ~Uh~r~@ @f tht71 ~li&at!lm, .~ ~@r !'~@V~fY whn irdie<;l~~ t~;:;t r~w@ii? eoohi! i'i:'@t ~ es!walllt~ .JI!lL ~.§6 G.1)1tI 1.® @ @ $.4 1.6 @ ~.~ Il. i(;<'l!te:; ~ir t;;e,"! ~I!l~ lOO1:@ tht;l r~yhl> 'l@i' m§r* thiM ~ ~k ~~I'. Fe>r ~h rlrlilil~M. rHI,jl'i:e mit r~~too M tMl> ~rk @~r &'Ey ~13" In tMa ~l t~tG f~t. !, L l l fiola~iIl~W~~I.IM@iM~~,I;Si~~~~'3~< ~-I$~~~\?Ii<o~!W1Z'f$i ~e!@~I!I~~I];~~~~I;Si~e2I:!l'\'j'~f.I(~~oo~~Q;!\~< 'l"!m!l:I!\'\~&!''i'~OO~~ ~~i'M~e2~~rtl~il'I~f&!lh!ll'd~roil!\i:lrmre~~~~"g~. UtW. 1@ ~U ~.@ 5.@ 1@ ]$ 1@ 1@ 1$ ~~~~!i:J;\hj~_fR~~.~,0l~1lIicIIi()~iI~~. ~_fR~_<I2f:11i3~«!IIIJ ~g/imNl'lift~~!Il9~OI'~(Jgny~o;;~IWJM~oolyOl'\~ ~~~Il!)~~ !l:Wh M ~~ 01 ~ f'IJINOi ~ iJ'Ipldfailh ~~to!l>:l ~ Gf\hj~ &Mg/~. ®&:l[ ~ty ~~Il'@t !'i~~ 11.M& ~~f~~~~1l: mri ~i~G OO~ =~BL= ~. A'ilm .~_~~~~bM.~~~ ~~ •. ~~~~~'==== ~ ~ ~~@f1",,~~ 0041~'1 ~1m_~t 1i~@M~~ ~ ~ W~~Yi E~~~ e~tr@~ tf@it let 2 l~r ~@ft~tet ~i~it ua, :/l ~r ~\tNtt l{{2;H; 'l@t3t @H ~ @lroooo (1$'1Jfd.~ f@t<2~ @f t ~ tJ\B"~ ~;rw. ~ 11 t~\1 11 ~'i~ f:, ~lri npf!t~ ~M \reUdlte tl!,l2 r~U:3 f@,' ~r\l? thi!'2l ~ llMI"k @,,~r 0 f@r tilh; rGi~, rooyU:~ .gilW &mtyti:~ Mt r~t~ 00 ~i'li@ ~rk @~r WilV ~r ~n ti~t@ Il:Il~ ~Ute r~. '\I'hiaI~il;~~Io:riM;~~~Il\lISr.i~~.PIl~.f.if~I'II~f:iB~. ~iM31JS~!'l&~QI'.~~~~ ~«Ii<II~"'~~il'0~(,l!~~&'II~('fl~~b8~I'II'&jICIl~ Th.i!a~~f!Q~~ i!JI'~~~~~~~~isI~I&iil~~\!2~~cl!il0h"'200IlMIii~. ~t Ity etmtNli I~ St~N i@f~r~ R®t~ifla ~~t fll¥i' ~"I!I ~ ~2 ;::::::~ -we frq§tl9Di V,r§'f~ ~ ~ ..,U:L Jl!iL. ~",,~1 1 Itodl_i~ll!l ~D~ .:~~~ ntf_JlL~1 1 AlkBll ini tv *14f1;..~~1 1 rol:d I:Ih~$ol* $CliO» ll:M1491_T~1 1 T@tal Pf!os~/at@ 0415t1' ~1 1 ~iffe e~tW'IC~ ~~'im:"1 1 fSftr~'I;~ !lC41@W_~ t T@t~t Itj@tc!f.hl MH:r~ @421:91~~1 ~ R.~ I~~j \If! " Vllltm llIiot UUhht flstwl iltled Cmt;I"(I! I.im~t W .. i~ Velw let s L~r t~tr@t l{&it UCL " ~r Control Li@lt 'i'§;S RG/l 58.0 MWL ~ OOG/~ Hi.i ~l 410 ImQ !?16 ieJll n'.i ~L 1\l.i ~I. II it§fldard lefer~fl:I ~t@rill!t e;,m vlil h:lllt@ ~ rewU:&I f~r !lllIl)l'fI tkm ~ writ wdar. f@1" thi§ re!ll1!M. r~I.'IH:1lI fM IflOOlyt@$ mt I"~ted 1m tM!:I fll@I"i;: ~I!' tmil'f ~r ~fI tfilfa ~ l'~t. f~ 1@S 59.6 5~.' m 195 1$.~ U.9 W 469 3.05 Z.SO 1'7.1 1$.3 m.9 i@.& Thi!I~i(!~io:lrIili~ ~ll'tlNpmoo.~,m:~kI~ ~illOOdI'~. ~_olllil~Il't\tm~jiWll!'I'f ~clil.ss!atlin·~wiIIl!!8~~~elll!'I'f~M~~~~I}l'I!y{)n~ Thii§~~M~~ w\ll{jM~~<}1~IIt.'J$M~ill~~I'Jfod~ttllMMwel~IfIl62&lf1(lol~. ) ..•••. -c(/,",~p~O m M.1 349 f'.1 ~ ].45 '9.8 iC.2 ~ ~tI'" Him,,)" St, Se.al:tle, WA 98100 (2Ob) i6i~:row fJtX (206) 16/·~ ~~ -=---~--~=-~===~==~=~==~=~~~-~--.~='-~ ~l'\lIt'.lM i$ iMlmllfr.>l!1Q: iI'>l! e.~V0~¢Il'0~. ~,W~~~~G~. ~~1JJ1ro Ml'1:\!lI$1i!'<i;;~~@E~ ~fO<iI:ii~IIl~~~~~"Ilm~altiIff'I~(l<~ri!l\ll~~Qft~~. T!!i\I~~fIl)~~ f"'~Wil~_C'tl~~"'U~I1\~~~=~!O~.~Gi~~Mt1~~. ~.O.MO.: #.~~~~~ ~.~~~~~ a~~~~~~M m& ~~~ ~ OF WSTODV R~C@AO ~~------02116 ~omm~ q70Jj~;t $U[yECT TO PAKlR LAeoAA10~APPROVAl ~ND ~EQlJEST o $f@. ~@-14~ ~n\ ~ ~ i'R. ~~00%!Mij <Jn~.{?~~1 // ~~tJl ~11A':t. ~-:+--~~ilMVSI~~ ~------------~~--------------i-----~~~~~~~~~/~~~~~~~~L1Z5~ O~A: ______ ~ / i---~ 0 "m~: _____ _ cuatoof $EM: nV rlN nl\l!~ FAX ~) 767-5063 CLIE~T: Al~,te ~r , r*leph~ P,O. iw:: m 191 mto Str~t Port T~1Bf\d VA 98W ATT~ : Glen ~rtift l6¢j-m·rrD : wou L~k<i!. NJ:. : ct hmt Trmsported by~ m. Airlines T~ : W~t@r Certl!iamte af ADaly§l. tmrk On:lerB : 96-C1·m DAl! ~IECE!1fS) : fll'/2§m DAn Of ~PQli: OS/ijS~ Thft fl!llg 1OjJi1i ind!e~tH the MlIlllytf/ @f tnter€Hlt WiI$ Mt mteet~. t@ tt!(i! U.h of .t~U(jft fndlcmed. fC'>UQWt~ F",lIlII'IttltiM of I!~t(/l ... ~uttsv th~ fcUOIiIlI'IG ~ic~ !lire !i!ttMCh~ te> this r~i't: ~ilt A~ ~thod Itri Ji~l"t ~lx fh IUO~ m'd @Ypalc&te lIl~rt ~fx t: 1ftmmrd ~ef&rme~ ~tl2.i"hll R~r't ~b. 0: Cfnafn-of-Clatody • ~ ~iji~IQi'\I'!Ol ;~l!lMjof~pem!IlfI.~.\lI'~m~I!~~. ~OO!IoIl!!lll'\llllflliloilW0~!Km, ~elll!l\~ifI~l1IiIhb~Ilf_!lIlMPI~<w~wl!!MI~OI'lI'fI.l!ll~. TIli!I~~oo~~ !\:!r1l\i.l WI! p;:i!'l~ G1~ ~ef~ il'IQ'OOti~ern'! ~101!lsi ~ ~ IM~W aI~. ~~~tfu!ty $~i~t~. l~h r«$U~ll'li»rlllt@rhl'1&, lru:. "1tll~ia~~tliSJ"~lI!*o!l!\:O;'I&"A'\.~.Qi~"lti:l~~iI!~, ~~(II!MJ_fJ1~~CI:&IV ~(jilil~illCl:;ft~~!l't::l~~\liroo/tltlf~~Jd<'Yl~OOlb<;;\1&~~M~. ~~~~~\I~ jozl1ll<lM~_.1:A~!l.~~i!;grori!Wi\'t~~~~~tIf!M~!lml~_i'\t!.'l. iE@1'i ~~ AII§ eM,i§: AMlyte Unite A!kalinUy. T@tlilt ~ ~ !l\Vl 4. li~C$I~~ q!i. 5. U alllm..,U £ (Sli! 1~) qlll'i§ 1. U ~(g@~ q/L 5. lit~t~ + iltrit~ 81 I qll. \UJ1 U ~ffie~t~ !.§dIM/ali 1!§. l'otliil DiallM!Jl_ ~ll. qll l. U i@t~l Kj~l~l I~t~ i qll 0.5 Yo1:!:i:l IlJH:~ 00 i!! Iq/i. 0.5 l@tal @H & ~ (413.11) q/l 5. U f«lt&t ~~~, e:wt @.@2I T@tlil~ ~ 101f~ qlt 2. iwbldUy ~~ 1M.1) IIW @.4 sa *" eleJe al5C 6.& Thi!I~ i!i ~1«1M1l~~~~ ~.~,Ci'~«JwI'Ic1!IlI!ia~. ~~cI!M_cl!l'i$~(lJl&ff'J ~cli!3l1Il!f1in~witlIlM~<JfM!ll~~~w~wi!300~MlyOll~ ThlIl~~fI(j~lIl~ fIlI'liM Iill® Pi<~ aI ~ II«YOt ~ in \'jIX)d fllilh !md ~ 10 ~ ~ rIi 1M ~ ~ ()i~. Appendix A Method Blank Report This ~is ~ l1lfllw <il=~ 1M ;$1!I!l~rr.oo.~, O<~ 1Ol1ff~ ~ ill, ~ ~"'~ ~ oIlhs; ~(J/6'll@ ~eI' ~ ~:sIi!sw:llOll~~~~()I'W0(J/~~/}/~1M!!lln~~G!i~ This~~M~\ll'~ ~ it.2 U ~~ a.! ~ ~ ~ ill ~klith I\.mi ~1Il~ tt:!re a.!trn\ ti'W&1'll <rlll~. i:::"" 9«} South Harney St., Seai:f:le, WI. 98100 (206) 167·5060 FAX (206) 761·5063 Chemistry. Microbioloqy. and TechrJcaI Services ~!fty ~tr@t ft~t ~rt!11d atria ftfW ~ ~ %01'123 C~rol --.JiD ~Ii! .....Lf~h 1C~_ms.J!o1 fot~l @i.molwd S@th» 2.0 U qJl.. !iO~~'I'SSJI!I)1 < T@tal ~ Solidi 2.0 IJ CfG/l , 101l006_tll@=WC1 1 Tot~l V~r$~te ~~r~ 2.0 U ~/L !Kl1l1WU"IiI~!.KJ1 1 ~H:rl!!te·.-cit:rh;~ by S~troptl@t~tr C.Ol0 !J q!L S013~~~i~ .. Wl 1 i@t~l ~j~t~l ~itr~en 0.57 q/L i0001~_Al.'~!.KJ1 1 Tot~t Alk~linity in ~t~ 2.0 !!Ill/I. M3!:1196 J)i8 -,.;01 1 TQt~l Gr~vf~trie Oft and Gr~s~ !Ii.O II q!1.. lonpol~r Gr~yt~tfic Cil Ind Gr~~se 5.0 iJ iOOO~% .. 'fP=W1 Tot~' P!t~(;lNll by Spntroptlot~t 0.010 IJ qJl. A f21Ithod btri J;!M V&t idlte mre th<'M'l om? INllyte QfI mI'. tlllWl ~ l<I@rk oMil". The I!lIetfloo bt8iflks in thiS! report lilGy WIt fdlte I!Mlyt~s not determiMd M this l<I@rt order, but MOOth@lH$ <ilr!tflmimJd in th~ Itssm:i31teci ban. §~MI$e they v~t idltili IlWrl': thctl'l ~ ~rk order", ~·tilad !:.ltd r'Hults I2re oot @l~ys r~rt~ in the !!~ CMC(fJfitrlltioo Wih!; Of' to the ~ ~tft(;tfM Umit$ thl'it ~r~ Ia~ for s~le r'e$Ults. 1'tlilJ~ is~I«Ih<i~W'2oth~.~. /JIf~~te)~I$~ ~l.I!Ieo#lhll MINlllllhl$«tI1~(If!t<F:i'f ~r>liIlIlIiaI!iI!~wi!llh~;)fI!'OOIII!ISli'~O$~m8M~Gl't!IjfOO~ 1'hi>l~~M~~ lor h doo ~ III j~l}fifj/C1 ~ in !!COIIfdlllOO ~!I.lli'!$ ~m ~~M:l (12~. 4.0 4.0 ~.O (U}20 0.60 4.@ 10 HI @.G20 AppendixB Thii ~"~ ill ~1lIt1t'<w~ {llieliJst~ UlM!o1~~. ~,o!!~!lOO!'l!<!l~iiill ~~. ~llW afii'>l.l~o1W'OO~{l'ff>,~f m~ ()! im 1!I&fI;,-, ~.mi'l1M ~ i);f 9!li<! 01 &IT1 ~ (If ~_I1i1iilOO gmt(~<:ti'lft (')!'>~ TI'i$ ~ ~ 00 ~iiy~ WfIffllMpg;rlO!'!'lllt=o;!~~{l'f~~~iMllM@~~iI%~~lI'I<Il~~di~" ®ud itt ~tr@l ~~t IUlIB !i(~t f@r !4@rk ON:b1' ~1m I:01]~96_~M1 1@1l1%='HOO.!ll1 ~'%_1~~ 1 1 2 s V~Lu; Exe~ Ccntr@l iiait Rm '" /(ehiitivIII Pe!"c ... t I'Ht1ermce tel ~ L~r Control li~it OCt. '" Uppal" Control i iai t 96©762~·C1 Mitr~t~/litrite (EPA 353.2) %(17412"02 l'otlll Kj~hw.M !:lhr~ %O?4n·OZ Tot&l 'hosph@rIJIil ·1 for l"Geovllry wL!.ll!l indie~tH th4lt rliCowry cwtcl 001.: M {;:latCl.lhlt~ 11l'(ilI"Cefit ftIilCQ\f<i'li'Y toot. lii!ill t~ ~ RA} ill I&. o 65 122 !O S 61 1~ 19 1 54 129 21 Th$~ia~I«I!M@~lJrecl~~.~~~tG~I1i\!;~. ~~'f1!1lo_oftillt~{l/'1mf .~!I2i1I1~lll~wilitlttw(t~~OII~~&'Il'JPI'~M~~~~~(Jj'I~ Thl!i~~I'10~~ ror titG (too I*I~ of ~ Mdlo: ~ ill ~!<li!tI W ~10 1M ruIoo rA~ ~ IlI'4 of~. . p""""",._t':..,..,.,.~L"~ 0 ®'«$l ~ ty ~tr@L ~~t ~~t f@lf' ~ ~t" 9'6@~ ~Ji~ .. Ia~ OOn5WJ;.J:U~~ !)~)'n5% _PM1 !).l.in5%~~~ !)@12fi%_TI}!Ml1 0072NMU'$$WtH OO~_~3 OOrl@%_~1 f:!OOO1~jILM'i o s ~&I~ E~c~ C~trot Li~]t lPl) '" ~*ll'ltj'1(il f;I~remt Oi H'I~r~e;j %O11'23-(}~ th!Q'.YU & Pillto¢lytin 8; 96I.l?74!HJ2 ~ %Cml-ll1 Turbiclity ~7155·0l iot$l ~i$solved ~li~ 960~o02 Y@t~l ~ $@~id3 %Orr~:Hn .::~t~& %tIl4S5-('H Ii~~ 9601112-01 Alk~lfnitr l g ~ e~'trol il~it for thi~ ~Iyte i$ SF. ~h~ d@t~ti~ li~it. rH~ V~!~ i:& tile ~Qlm~ diff*r~", Q* tl'i® ~l h:@t.~. ~1 for l"~Q'\141ry V3t~ iMic~too t!l~t r~~v"'ry COl.It<l not 00 eiile~liiit~ C.li ~ .4 (U4 C.iHO G 1.1 @.:!4 I) 1.4 k iC!lJte piiJir elm ~U~t(l'l ttt@ r~'IIH$ for mr~ t~M ~ oork @~L i?@i" this re!1lslm, r~l<tts ftl!' ll'.'!\6ltvt~ M~ r~t~ ~ il:M~ ~rk or~r ~v ~g,r in thi$ ~t ie!lJt& r(1!prwt. L l L II. L Thill f~ is~b'iOOCJ1:~~ liiOO~,~. (l'/ ~ I@M"~ ~ il;~~. ~~O$iN rl/iWiil Ii iIiOO ~~ 'iI!" &'<f ~~il8~~~~iN~=W13{11I'Zli'1~=~w;I;'lOO~~M~. Thl'l:~~,..,~~~ 'af>MOi.!$ ~tjJ~r;,w!JIr:tl~f!l tpOO~ 1!lM~li'llmrum~~~f6~Iii~. 5.!:! !LO 'it) <i:.!i lO ~ 1@ 10 AppendixC Standard Reference Material Report TIli$~is~f!wNIl~WIIltJtN~,Pf~,«~iowllomi\!iiI~ ~U8IIloRil'<G_~~~1J!:1?nJ ~oI~~l'IifI~~IM~Q(S!llfet:ll&IIY~Mprooos!!\'IrigbG~oo!yM~, TIli$~~nc~~ !Of 1N ~ ;xsrfMflllr'a aI ~ wdlOI: ~ in f1OO:i!~!!I'Il! ~~ 10 it!!! MiIfi aI hi tI1iOO ",00 01 ~r'a. 9«l South H~j St, ~ .. ttle, 'INA 98100 (20i) 767·5{l6C fAX (206) 161·~ =--=======================.='==.~=-'" .. -.. ,-,----==== ©::mtrol ill~\i; ~t~1!lnl ~@f<'fr~ OOlilt~r-h'Jt !!!~t f@i' ~k ~ ~1m ~ ~ lV,,, !l;1i;in9%_~2 Ii!l\!nl¢WUI!ID\.JllJ~ ~ 1 ~ 8 V&l~ ~~C~ Control li~it '!Ii OJ 1rw \"gjl~ 6CL ~ l~r C@fttr@l limi~ utI.. a ~r C~tr~l Limit liochwfcillt OXYitm [l~ iot~l Oi$$otv~ Solida c~t~rn::~ lil!ir~s ~ it;liIt~/~ hrH .. i@t~t (J~t~! ~itr~ IHk&t ll'lh:y Tet;;;{ &l'h{!$~~t:Q< H~2 ~/t. BO ~!l 269 ~OO$ /MUJ ~/l 2.11 ~/L ."tUi ~/l.. 26.t'! ~l 1.54 ~/i, :Jt~rt.! !i~f(i?rtmee ~t@rhJl C&i \1!:lU~t@ til"" r6:!\'MJ~ t§ WIt.W @t!r~ ti"l&i"f Il:Irn1i ~rll: @~(i". ~@r \l:i!iss r(il~oo. r~\.!lU f@t' ~t r~t~ 00 tnftl wort or~r ~ ~.r ift tM$ SM r~r'i:. ~~~~&mI!!l?Ii'W~I.I'S;llr;f~~,~,~~t!J~rii5~. S;a;~~ m'il.<"i"~<lZlWw$"li?lcc.~~~~w!W&?~~~~~w.300~~OiIi~ 1o!'tl'lSJ~~<it~SlMIlj!'&ll&!~m~~~~roil'l@F~r$~~~(d~. l~ ~50 200 10.5 2.00 U'* 24.Z 1.12 ~ Uitl l2&l m~ 1~ 257 (97 M.l 15.2 t.61 2. ~s 5.60 8.00 ~1,5 2S.~ iI.W ~.OO AppendixD TIliI; ~ i$ ~Icf IN fjll~ 11M rAlM~. p&l'1rI(Irshij). 0II~1O~ ~ ili~~. ~ _oI~_of!l1is ~f12 ~ ~01 ilSmt'l iIl~ ~ Ih:;~«_ 01 tmI ~ Of ~ will 00 ~ 0tIly 0fI~. ThlIi~ny ~tIO ~my Oll!oop! 1\tw 1M ®II 1*1-fA iF\~ lli'dJor ~ '" p:i i~ anti ~ 10 IN ~ ri iI'l>lIlI'I~ anti allId!lra. Of T~~ o _~ ~ ~I, ~",,"I"', '$I" 'lIi~ (lIII:l\>i 'iW·~ fAll 1II1.!lAl> o illlf> ~"'k'hh';", Y.~I""", Wit =t! 1:iIOO)l~ M1I.'l.5HlUi eUl!!OO'~ At~ ~ I, f®l~mt'!I ,.@. ~ In 191 @ttl) It~t 3l't/Wt 't~ IIA ~ Am ~ 'ten ~U"" ~k !!ill : ~l f I.lilt@, Nt, rakm By ~ ct fMt fl"MBpol"t0d by: Nl Afrt fm@ f~ ~ I!li8!IJ:IIW Certificate @f A~alymim ~t~", : .05-4115 MT! OOI'!a!iWII il 00/01/% Milt! Of ~'f: 00121196 r~(i 1m @f Il:~tet ~.@nlfl e~td 001: bit m::eur~'I;~ly el!!teullilt~ ~wu ttlft tewl @f thhi ~ti!Wi'llt MU~ to t~@ i!!pili:~ ~t~ !>Mil> f§reillter thm f~ ti!l'leS tM i!!pfli:i~ t~L $h'::(!1 eU @tfwlr ~re@flt flJle@'lferi@s wr~ ~itMn eootf'l)t. M fyrther leUM W.@ tKM. Th@ flq Y fmfie!1;t~ the ~lyl:@ of i!'l'l;er~t ~ ~t .tlJlet~. t@ thfl li~ft @f .t$f;tfen htl.tfe!1;t~. Fclhmfne pI'~tlilUM @t 5.111 rnIJU:iI. tft!!! foH~fftt ~h:n /ar!) ~U~~ t@ thig r~t; ~tit: Ih ~,tm/lll ~ ~H~tl§ iii~~ ~h! e~ it~rd [§!d~r(W,';® ~t@B'fl:ll t'S~1': ~b ill: ~I&@f~et!@t~ aG§~t1y~ty G~itt~" l~f?8 rG§t~i'\i !.~3t@.?iooQ !i~. N1l~!Il~OO~Il1Il~_e!l®>2~'Wft,~,C?~Ill\:o~~ils~~, ~~Q!~_fi\l"&j~(lf~ ·~fiij$!li!l1'1~~~~~~Wi0e!1~~e<~~oo~CtII!jtQ!'l~ fM;~~i'ilIt~~t>~ br 1M ~ ~_rt<:0<rl ~~ ~ ~ ~ I~ lIftC~j!) 100 ~ ~ ~ tl1Id8 ~Q!~, .," %0 Sooth St .• *ttie, WA getOO (206) 16i'·5(}60 FAX {2(!6) 16i'-~ Cheff'dstty, ~. and Tedmk::af Servia:s iUf§ ~ _ ~1'Sg wlyt@ !mitA AU;a{ Iniay. i@td l§$ ~ qIl 6~ li~~t~~ qjt §~ U a\lt~t I (1m ,~) WJI'lIJ 'L $I e:oti~ .. f~l ~1100 @! ~z ~~if~$ ~t ~/100 ~ 2 ~l§$~ q!t. 9Q Ilt~ ~ litrite l§$ I qlt.. IM.!!1 ~U'h:~~ wtlers/CIl '6. Total Di~l_ SoU. qfl 2. U 1'@t!M ~l.t~1 IIUt~ I qlt. @.3 U T~l IU:~ iII& I qfl @.3 til fOhl @n " ~ (413« 1) ~l 5« U 'f@tlil ~t(!l ~ , qIl 3.M3 f@t!!3l ~ I@t'. q!L 2" U !~iday ~ ia!C.1) ooru G. , ,. it <ttl«: ~ 60" Appendix A 1M~0$~!{);'~0~Yll&fi~~.~.Ilf~~~~I§~. ~~~!l\:;rmm<l~~~~(z&l"lI ~1Jl@&!,lIII .... ~.IhI~{Jf!~IJl~~(N~~~~;mlltMl~ ~~~RO~0~ k!i'~~~_di~~~ift~~IiiI1I~t:'1t!'/Z~rI~~IiiI1I~~. ~Uty tcmt!"@t m~ ~th~ It~ f« ~ ~ ~t§ ~ml IhUiIi8.= ~§!II ~itW~ = flit ~i.lSr:I~IS!! ~!Z!l§ £iV I!lf~f! ~ ~M)'jJiI02 1 Iltr~t~~ftferite ~ ~t~t~tr @.tn@ !J ~ dCm_ws .. W2 1 rot~t ot$~ol~ Sol~d@ ,MI Y ~t ~7W>~ TS1JI~JZ , fetell $y$~ $ok~. ~.U U iq/l ~_~_W02 Totll G~@vfmetr~~ Cil ~ 'r~a$~ 5.0 IS qlL oo~t@r /M'QVfMtde Oi l ItJM1 G!"I!U~ 5.@ ij ~_'f[lJlm2 1 iota! ~Jel~l Ift~ ~.3G IJ ~ lfil3%_" "J~1 1 Yotral f'ta~ D)f ~tr~<'Je~t 0.010 IS qIl, iO§1~ .. ~K..W01 1 T~tlt Alkellnfty in ~ter 2.@ ~&, iOS~4t6~ __ WOt 1 Totd V~te I<a~ t.@ IJ ~ Ii. Mtb~ blmk etn '!IIHl'k!te !!Writ tham ~ It't&lyt~ eft flal"lif ihm ~ li!'@rk IM"fhr. the _thed blris 11'1 thi:; ~t Qly wUmte It't&lyt~ oot: mt0rmMd en this !«Irk order. M nMlithe;l~s.t@fMiMd In t.~e IilSSoe'ilt~ bi,ri, ~ t~<Il'f wlfmt~ lm!'fI t~M Oft@ work ormr .... ~hod !'@loot r~h~ er~ mt ell'i!/ilym r~r~1iI<'J in th(/ s~ e~ootreaUoo W'ltitl!! fIlH' t@ til(8 ima mttM;tloo Ul2lft$ th!lJ~ §~ ~ for ~le Fooultll1. ~~~~b-~~~ea!h§~.~.«~Il}~Iii0~. ~1I&8ct11M_{t/~~«w.v ~~iIl!~i!lin~fJi;lhlh!?l~«_~I!iJ'¥~ttt~dlle~~I.m~ fIlilrl~~1t!)~~ b'~ ~ (;IIiI!'IQmltl~ <'II ~ ffflI«!II'~ in ~!QiIll MtI ~ 1O\?0 ~ <i<l ~~ MIl fA~. fj.m 4.0 4.@ 10 t@ @.OO 0.020 4..0 2.@ ThiflI~o<l~~*~!iIl!~~oI~~.~.~~IlI~~i;;~ ~(l$9@!h_ctl!J1lll~~G1~ ~ollli~i:lj~~IBW~~I;li'wJ:;ctl~~Oif~I'>tlOO~~OO~ TI~~~M~~ kl.< ~ ~ jWi'Q1lf\f,fl::;$ o'l ~ ~I;li' it~ ~ ~ 1M1l &I'Id ~ '" l!l>ll rt.m c/Il>$ ~ !!f<d fA ~~. I~:~~ South Hamey St., S!lttle, WA 98100 (lOfj) 161Q~ FAX (2()6) 761~5063 ~.Micr~,andT~Services @l.ml ltv CM~!"@l i~ 00i1WJ) !~t ~ ~ ~ ~1$ ~ 112C~ CMt. l.iillH:a MS.m~ m-mf!!I!L __ ~~~~~~~&I.J.~~_~ __ $gti --~~~~~-~--.J!L JgL !fL Mi1 B m@7f6=~1 §;l~_~ ~t3N._'ffW1 $ 8 V8l~ ~xc~ C~tr@l lfMft IPD ~ ~0l8tfve P~r~~t Diff.r~@ Ln '" l~r Cootrol UMIt ua. s ~r Cootrl§ll UwH: ~·Ol Mftr~t.lMftrit* (cPA !53.~) ~@1SoC1 Vetil rjot~t ;I~r~ 9MJSZ3!H.1' 'fetid PhMphQ!"\IB ~1 for rliieowry whJlll fMI~t~ tt!lIlt "liieW*ry ellmtd oot ~ e&leull~tE!l:lf 1 ~ lil 10 'I "t42 19 5~ 54 f~ ~1 A<'I m.msc ~Ir can wH~ti'1t tt1i!11 I"l!II1IyUe for 1!2!W{t tti(lft ~ oork ~r. Far tltho I"tJIiISM. ~it:~ for 13?ldyi:" ~t r~t~ M tM@ !110ft O~i' eily ~3r in thii ~mstl r~to ~ ~th b~ St, ~ttl~, 'INA gelOO (2~) 767·~ fAX (~) 1:&1·~ ~ZD:i'Y~'* rm-??ZTTY T wz=u;u-= :... ~ r== . .....,.......:o:;u;;o::n= == 1TT"f"lf1; ~Ut)1 ~r'®ll ~~ ~t i©l.'l\i;~ ~~~ fW' ~k ~ ~~!§ ~~In%~r~' OO$@t%~TtmW~ OOS~_~ ~m=mmm~ ~m~i~ OO§~_~ ooe%%_M,~~ ~~4~_~~ ~ s ~&lY9 ~~C~ e~tr@l ll~ie ~P!:! " ~Illlti\,(i P@ircmt j:pifhlr~~ %M(Jl~HI~ ~hw~)'H e I*;~ytirl !;l ~~~·1& ~ ~O'5·@~ f~f~f~lty ~J,6f~Hn ~H'fe e:~t~@ %MOOH~r 'f@~@l l:Ii~t~ ~t ~>&> ~·2~ ¥@\i:&1\ b~~ !kit icm ~O!§,.@~ 'h!l!:tiil OH ~ lir<iboo/& ~iNlVG) ~@lS·@~ ~tk@t~~ity ~~'@1 ~Iilr~t;l @ i. !llott IJi l ~.@ l, ~ HI ~.~ t ~o;il @.M 1@ @ ~ 1:;; 2@ ;$o@ l ~ ;f,@ I'. ~@ @ 1:: L ,. ~ eoot!'@t t hila: for tMIJ II:mtyte :$ 511 thiil ~t~'!:it:lfi l ~!8H. Thf€ \'!'Jhf~ ~.!Sb"in@ in ~Ilt! ~ l':oil.!l§2'; h\ tl'lf€ *@hrt(ii @H1@!"IMC@ (Ii tht) ~a le~t@'§. -1 ~1;lr r~(!v(if1l' \nlh .. ~ h'IfJi~ltoo that: r<'l{;w@ry eoold M~ ~ e:l'lteutatMii & ~lh:f:t~ j'll®ir eM> \nlUoote th6'l I'e&yita l@r !'Z!ltre tkM ~ ~rk @r~. flQr ttlh; r~B1$M. r~$IJ~W for &rltll'!l1oo Mil; r~too 00 'th!li ~lfk @f$r ~ ~I:lr illl thi~ ~U(;'<.;ltll r~rt. ~~tll~l\>:'!l'>9tl~~9()!\ttlli~~~.CIi'~·I!1J\\.<Mffi~iS~~. ~~(jjh~()!ImI~~QrI3'ii\' ~d'.It3~""~~~~iX~oSfll'f1~!):'~~OO~~<!II~ Tm~~M~1~ flvID>l eM! ~~l'~d ~ 1lOOI!;W~ l!l fP!'1!~~~ ~~ ~oj~~ aM oj~. Appendix C Th"i!;~is~blM~_O!I'l@~.~, CI'~Io~i!i0~. ~_o1lhzll&ffl3allM~(I!W!'I ~oIits~I!l~~~~at~{)8~~Qf~~be~IlIlIyOll~ nm~~na~~ ktfh~p;!I1~I.'II~~~i:I\~~M:i~toh~oIlM!I'I:dll&l'll!II~. ~k U)' ~'tf'@~ ll~ ~t~r@ £l&i'~r~ ~ttWr~~ ~~ f@if ~ ~ ~1~ ~ ~ ~(:I1%~~t ~ ~©$~=~ ~ i1j©$l.rr~6 ... ~ t:!@;i{l1%_~~~ 1i m@500%_V~ 1 l~l~~H~_iM' 1 ~14f4;JJ.,~'i ~ 00§1/i,%_~1 t ~ ., \!!;ll~ ~);!C~ i::OOU'ot liflih '" '" r~ V.!(l~~ r.,Cl " t.~r e~I;:"'t lim t ~l ., ~ Cootf"@~ Umh; (j;fcx:h~~eet ~"l fli~ ~ific ~~t~ !Wtr!ilM,!iftd~<'! Tc~@l @~~2ol~ $©a~~ fottl %j~l~' !ilhr~ T~1i:&l1 ~~I':l~& iltkQl ~ ... I ty f!§~ ~a3 ~!t, gOO ImtlOO :t,t, ~£Ub ,~ ~ll ~.11 ~Ik 1'.~ ~L U.@ myl, Ml.@ IiNIh f. $t~~ ~<:lf~r~~ ~'!:@riQt cal'! Wli~~3 ttl@ r@~lI"!;f.! 1M ~ thm ~ I§tlf1>: ~r. f@l" thi3 f@~OO. 1"000t t£l f~ lW:&t}"l:~ i'Itl~ r~~t~ lim tl'lh~ ~ @n'br ~y ~~I" h\ t~i$ ~ r~n. 1fi ~~ lOO ar ~,OO 1.$1 1!1C ~~~ l' .1iW :.l.'ft@ 1.~ '.00 ~.~ 2'ii.!§ ?'U.S ~D] ~~I$~\l})'t!\l!l~!IJII@tt.~~,~,tl!!~m",-~~i;l~.~~(l/Iilli:lf'_lIlil'iis~~(.'t'/;'j ~i!lfiEiM!ilffi~~fM~<:Prom(l/Mf~<:P~wi!i~~~~~~ TI\Ot;OO¥~~oo.~~ \l})'·~dwJ ~ do ~ &'<I3fP ~ <!'I ~I~ a!IIj~!:;l1M M$ ai\'M~~""tll~. ~ m ~.1:? 114 I.$@ ~.@© ~.l 'F.i.~ AppendixD TMl~i.i~.WIJI\3~~~<JfIM~~.Ol'~II)~llii~ ~~dh!1.lml9"'Ii'I$~fIl'~ ~~~~"'~·~IM~fIl'_(l;!MI'~fIl'~IiIII~~~;m~ 'I'tii8~~I'l§~(:)~ w~tIiIlI~_~~llftI1!fIl'~iI\~fdilfllMj~IOI!Kl~r4iN~0Mr4~. lake T empslfi§tur6 Wolf 1508~OOO The Applicant has collected temperature data on the lake. were taken at various depths on November 7, 1997, The shown on 1 and the attached graph. temperatures collected is The temperatures in the lake from surface a depth of 20 feet only varied + .08 degrees C. The overall temperature profile down to a depth of 210 feet showed very stable temperatures down to a depth of 35 feet with a vadatlon of + .12 degrees C. overall temperature difference between surface and 210 feet was 1,68 degrees With the change to the a run-at-river mode of with an impoundment at the pond (Lower Pond) in the system below the lake, water temperatures will not differentiate between what withdrawn the pond and what is discharged above the anadromous reach, Table 1. Wolflak~ Temperature Melsurement~ November 7, 1997 Depth Temp. C Depth Temp, C o 5.85 105 4,16 5 5.9 110 4.13 10 5.9 115 15 15 6.01 1 4.15 5.93 125 4.15 25 5.99 130 4.1 30 5.93 135 4.12 35 5.91 140 4.1 40 5.46 145 4,13 45 5.25 150 &t14 50 4.8 155 4.13 65 4.67 160 4.13 60 4.45 165 4.13 4.38 110 4,15 10 4.31 1 4.15 75 4.26 180 4.18 80 4.21 185 4.1 85 4.25 190 4.18 4.21 195 4.19 95 4,17 200 4. 100 4.18 205 4.13 210 4.17 If Temperature Profil 7 ,.,.,---~---- 6 5 4- 3 1 o ~~.--~~--~~~~--~~--~~--~--~~~ Nov-7 -1997 water depth ~Degree Lake Temperature Woif FEfU> 11S08-000 The Applicant has coliected temperature data on fake. temperatures were taken at various depths on November 7, 1997. The data collected is shown. on Table 1 and the attached graph. The temperatures in lake from surface a depth of 20 feet only varied + .08 degrees C. The overall temperature profile down a depth 21 0 feet showed very stable temperatures down to a depth of feet with a variation of + .12 degrees C. overall temperature difference between the surface at 210 was 1068 degrees C. With the change to the project design to a run-of-river mode operation, with an impoundment at the pond (lower Pored) the pond system below the lake, temperatures will not differentiate between what is withdrawn from the pond and what is discharged above anadromous reach. Table 1. WoN Lake Temperature Measurements November "I. 1991 Depth Temp, C Depth Temp. C o 5,85 105 4. 5 5,9 110 4.13 10 5,9 115 4.15 15 6.01 120 lit15 20 5.93 125 4,15 25 5,99 130 4.1 30 5.93 135 4.12 35 5.91 140 401 40 5.45 145 4,13 45 !5025 150 4.14 50 4,8 155 4.13 55 4.61 160 4.13 60 4,45 165 4,13 65 4.38 170 4.15 70 4,31 175 4.15 15 4.26 180 4,18 80 4,21 185 4,1 85 4.25 190 4.18 90 4.21 195 4,19 95 4,11 200 4.16 100 18 205 4.13 210 4.11 If Temperature Profi 1 ............... ---~~~---">"-'---~~~->"--->-""""""-~~~-~----. 6 5 4 2 1 ! o 5 10 rD~~re~C 5.85-5.9 5,_.9-,--.. _~,--------,----,--_-,-,_----,-.. __ .L_ water depth Nov-7=1 75 100 1 200 EneI'D Load ForeQ!t Wolf Lake NeG f t 508~OOO The load forecast: pre~!roo by t.he is presented folfiowElmg pa1ges" Three scenarios were preparedG A midg and low roreast.One of the difficulties is energy market not pre~entiy wnnmed efeariQlly~ Thus some of the can not presentty :be served by a ~ingle project that is not electrically interconnected. JUsumpdons have been made as to when transm.blsion facilities win be constructed and in what order. in additions some industriial load are included in forecast. Mineral based elKtric loads are to estim.ate because they are subject to the world wide markets that: profitability and operationai duration. We believe that load we have is representatwe eventually aU of the major mead on the island win be elearicaUy conneaedo Thus we have overlaid the load foreQst with the applicants operating hydropower projects and those noVi being planned by the applicant, to,eth~r wmth theIr resp~ahJe estimated average anrnl!al energy. A5 you an $~e, this demonHrates a need for additional hydropower re$@urce$. We are also aware that Corporation is presently in the process of iicen$ing an addidona~ project near Mydaburgo Since th~$ project i§ not under the control the ap,ncant we induded Its annual output or cosu m our Attached as an Appendix is a draft copy @f the Prince of Wales Energy prepared by IIDI. for Haida Corporation" listed below a summa.ry of the load f@recast~ (mWhr) Year ~ow mid 1996 19132 19132 191 2000 23448 28022 2'867 2005 24314-29112 31562 20 H) 25255 32011 31141 2015 262tO 34479 42468 2020 21202 37132 41811 2025 21542 31953 48046 2030 27686 36194 48280 2035 28234 39656 48513 204@ 2~581 40539 48148 The hydropower shewn on the chart; are the B~r Lake Project No" 10440" Sooth Fork Hydropower No" Dm91~1"'OOOb' the Wolf Lake Project N@o t 150B. T@ meet the en~rlY demand @f the island the average annual capacity the Iladt Bear Lak~ Project win be ~xceeded by 2005 or b~f@r~g a::dd~Ki@nilm hydlfOpOW@1f ri!:§@Ql?{!:;~H the ~lli!I£r>l[:!,,@V dem.llrt@.§ tBti@l h;l~nd win ne~1d! t@ met wg1i:h fm@1 !Wtiil~i'iltiil]:l'2t~!6lli!1 ... -'---"--'-"'--- nnu I MWH (Thousands) .................. --- 10 o 1 6-97 r ales Island _ ..... ---. ·---~~·v -----. ------,.. --·------,·-v--~---· ---@---- ---~--- 2010 2015 2020 Year + Mid ·v.High RBBl D Fork Wolf -.. ,~. _.-.. _. __ ._._ .. _._-_._ .... --_."-, .. ,. -... -.~-- 2035 2040 M 35 AI;'II!. GroIMIii A@JlIAVE) B@.!'i(AVE) C@.25(AVE} D@JI1(AVE} <$136 <S583 483i1ii ~i' i1I1ll 6'iY!II 71$$ 7MJ12 ©:1J:1 !11792 ~~ ~~27 ~ .... % 4.3% 13.(1)% U% 1U% 3.$% 11.2% 1!l.1II% \'lI,,1% IM% (UI% 0.5% D.@% 116% !l6% 0,6% 1«1.11% a.57% 5.36% 2.68% 0.11% 800 1@2C !'I60 Ul$ll i!:!7e ~~l!ii.l ~40S ~3~ ~3M 1~ 11163 1897 1911 Hl25 'I1!.!l% ~1.!1i% -5S~% ~.4i% ~1% U.S% 11.0% .,l,Ili% O.@% (t~% 0.0% Ui% 0.1110/. !Ul% IHI% !l.6% O.l!.!% IUi% 97·2COO 2001·20 2021·40 AC'ilJIO! 1El:l~ KillMlOtk AWI!l.Grl.lwMi A@.8(AViE) B@.5(AVE} C@.25(iWEI O@.O"l(AVEI 17411 '1923 :!i:i1l2 ~26'i ~,,:J! 2:11'1'1 :!,jJ!il1$ :l!:t20 2!i134 302:11 3!i14$ 418:11 47119 <1798 4890 4927 4964 SI)1)1 5038 S016 5114 5153 1.103% Expected GIlJWiil 6.10% 3.82% "1.91% 97-2000 "1.9"1% 0.08% 2001020 202140 1~."'% iiOO @.@% "iO.Il% 500 2i1iJi% 1.0% iiOO ·1!UI% lU% ~ iM)% M% ili22 1~U!% -i.7% (flU 17.2% 1.0% 1lJ~:l IU!!% A~!l~ $.11% '!!iii &I.iJ% '1.9% !!I6i @.@% :\l.I!i"'!' (II" iUI% 3ilI.!1i% ili4> @.II% lIU% ~ 1!i .• I!i% 1.9".1. I'lele 0.0% U% 51':l1':l 0.1.)% ~ >.9% I56e 0.0% 0.6% 01':lGl 0.0% IU)% e66 0.1)% 0.8% 665 OJ)"!. (1)% 671 CIJI% OJ!% 676 IUi% ilS% 001 0.8% Table 2 Page:? 2f;()9 Hi7l3 iUj% 1969 0.11% 5230 0.80/. 697 0.6% 2fjl0 16831 0.8% 1984 0.8% 5269 0.8% 702 0.11% 2'111 15949 0,11% 1996 0.8% 5309 (Ul% 107 0.8% 21)12 16069 0.8% 2013 0.8% 5349 0.8% 712 0,(1% 2013 11',190 (U'l% 2029 IUI% 5389 OJj% 7HI CUI% 21)14 16311 0.8% 2044 OJ!% 5429 iU% 723 11.11% 21)15 16433 C.8% 2059 0.8% 5470 OJI% 128 0.8% 2(jHI 16557 0.8% 2075 1).8% 5511 0.8% 134 0.80/. 21)1] 10081 0.8% 2090 ('1.13% 5552 0.6% 139 0.8% 2r.I11.'l 16606 0.8% 2106 IU% 5594 IUI% 145 0.8".4 21)111 16932 0.8% 2122 i.l.e% 5636 0.8% 751 1:1.11% 2020 11059 OJ!% 2138 !U% 5618 Illi'I% 756 0.6% 2(J21 11102 0.3% 2143 0.3% 5692 0.3% 758 0.3% 2022 171M (1,3% 2148 0.3% 5101 0.3% 160 0.3% 2023 111117 0.3% 2154 0.3% 5721 0.3% 752 0.3% 2frl4 11230 (1,3% 2159 0.3% 5735 0.:)0/. 764 0.3% 2025 11213 113% 2164 0.3% 5750 0.3% 768 0.3% 21126 H3Hl 0,3% 2170 0.3% 5764 0.3% 168 0.3% 2027 17360 0,3% 2175 1:1.3% 5776 0.3% 770 0.3% 2028 17403 113% 2181 0.3% 5793 0,3% 771 0.3% 2029 l1M7 0.3% 2100 0.3% 5001 0.3% 773 0.3% 2030 17490 0.3% 2192 0.3% 5822 0.3% 715 0.3% 2031 11534 1),3% 2197 11.3% !il!36 0.3% m 0.3% 2032 H57S 0,3% 2203 0.3% !i851 0.3% 779 0.3% 21)33 17622 0.3% 2208 0.3% 5800 0.3% 711i 0.3% 20U 17006 0,3% 2214 0.3% 5880 0.3% 1i13 0.3% 2035 17710 0.3% 2219 0.3% 5895 0.3% 185 0.3% 21)36 17754 lUi'" 2225 0.3% flail) 0.3% 131 0.3% 2037 177111111 0,3% 2230 0.3% 5924 Il3% 789 0.3% 20ll! 11543 0.3% 2236 0.3% S939 0.3% 791 0 .. 3% 2039 17888 0.3% 2241 0.3% 5954 0.3% 193 0.3% 5SB9 !4.'i~.G~il I , A@.Il(AVE) 8@,5{AVEl I c: @.25(AVE) I D@,iH(AVE) :S.IilIil% 2.40% 1.50% Q.15% 0.03% f!\v®,Gmll"llilil A@.6(AVE) S@.5{AVEJ III ·2000 0.75% C@.25{AVE) 2001·20 0.75% [) @.Ol{AVE) 2021-40 0.25% lOW ~.till% 5,53% 3,.I!6% 'U3% 0.01% !!Il·2()OO 2001-20 202HO 1.731% 0.15% 0.25% I -~~~-"~~~~~. -:--""~''''-''''---. ---.-.--........... -... ~. ~~--- . "~=o S;;;@ . % Pl!iiillt %. ==-'-:;11=3-='= 1'iH'--~"'" "-'"-~:::;31l1l;;-;; 54 Hilil ·U% ~ [I,@% " 115 'iil'i"l ·1.@% JOO !MI% I ',' ~:::' 'i'i'l1 ~.:i% :.'100 [1,[1% "" 'i1~:.'1 1.11% Joo 1iI.!!% '8211(\ ,U/% :.'100 [1.[1% 12[1'" ..z.~')(, JJ@ ilil.liI% 00 'i221 U% ~ 3.[1% till 1<%:< 1U% J1@ IU$% !l~ 'ilal! ~.@% :.'I:m [I,[I",t IIJ 'il!l:<$ ~.~% J1@ UI% ~ 'ilil!!lll ~.n :.'IB'1iI [1.[1% !lli 'i~$ I).@% J1@ 1iI.1iI% ·TOOmeB<a)l s~~il······· 'Yo. -.---------"12~O- '1320 U81! ~<!GO 1::102 'i~2G ~~ ~!ll22 201l1l 2(1)1) 2,211l 2.:!11) 2,2SlS !II!! 1~!il -"@Fii'~iiifi,p= =~'JB'~:Si==' IUI%==========*,=== 91 1000 '0,13% 31'6'''0.&'1% ~~ 22M 2100 2136 2173 211J9 2:11.11:1 2222 2239 2256 2213 2200 1.16 1511 (loll'll. :lB'6 OJl% Illl ~523 C,5% 301 0.11% :.!!lOO 1 534 ~HI'll. :I~ o,e% 2001 Hi46 C.5% 301 (1.11% :wIl2 1557 (l.6% :100 0.11% 2003 1569 C.8% 31:13 !UJ% 2001!l 1501 (lJ:l% 300 0.6% 2005 1593 1.l.8% 3@!i !UI% :rooo 1005 (l.ilo/. .I!(l2 1.l.1;I% ,_~_2_oo_1 l~:m 0.$% &l1.l5 @.II1% p~tti %.> .... _ 3@@ ~~ __ ~~C __ ~~ ~,3% JOO 11!!.7% ~.$% ~ ~-$.~% G.3% OO@ @.@% ·111.8'.% * !UI% U% ~ @.@% ~.ll% ~ ~:U% ~.~'k OO@ ·11.1% ~.1% ~ ~:;!.~% I@.@% ~ @.I.l% 1@.6% ~ IUl% ~Ml% ~ @.@% ~.P,)% iW@ U% ==~~~:~;~~====~~~;~~====~::~ ·~ll% 411:l1l 119% 1.1'% <MW OJl% 1.7% 4\')1 U% [1.8% "'1~ 0.3% !Ul% ~74 IUiI% (",U!% '1711 IUI% IU% <lilt 0.8% 0.7% ,,115 !l.B% 1».1)% <lllg 0.8% iUl% ,,1.12 (1.11% Table 2 Page4 .~-,.~ ................ ~-........ -.---.--~ Y~r .------.. ~-.. --% -_!"--_. -_._. - 2008 1629 (H!% 40S (1.11% 2009 1641 O.B% 411 (l.6% 2324 11.11% 500 (UI% 2010 1653 0.6% 4H (1.11% 2342 0.8% 503 0.11% 21111 1666 O.B% 411 (l.6% 2359 0.8% 507 IJ.!I% 2012 1678 a.S% 420 0.6% 2377 IJ.lI% 511 0.8% 2013 1691 0.8% 423 0.8% 2395 11.11% 515 IUI% 2014 1703 0.6% 426 IUI% 2413 0.6% 519 11.11% 2015 H16 0.8% 430 0.11% 2431 11.11% 523 1:1.6% 2015 1729 0.6% 433 Il.iI"Io 2449 0.6% 526 11.11% 2011 1742 1:113% 436 0.6% 2468 11.11% 530 0.6% 2!HII 1755 (Ul% 439 0.6% 2486 0.8% 534 11.6% 2019 HG8 0.8% 443 0.6% 2505 (UI% 538 0.8% 2020 1781 0.6% 446 O.B% 2523 0.8% 542 11.8% 2021 H86 0.25% 447 0.3% 2530 0.25% 544 0.3% 2022 1790 0.25% 4411 0.3% 2536 0.25% 545 0.3% 2023 H95 0.25% 449 0.3% 2542 0.25% 547 O.S% 2024 1799 0.25% 450 0.3% 2549 0.25% 548 0.3% 2025 1804 0.25% 452 0.3% 2555 0.25% 549 0.3% 2026 1808 0.25% 453 0.3% 2562 0.25% 551 0.3% 2021 1813 0.25% 454 0.3% 2566 11.25% 552 0.3% 20211 11111 11.25% .a55 O.lo/. 2574 0.25% 553 0.3% ~O~9 1822 0.25% 456 0.3% 2581 0.25% 555 0.3% 2{1:'10 1il27 0.25% .a51 1.1.3% 2587 0.25% 556 0.3% 2031 1831 0.25% 456 0.3% 25M 0.25% 556 0.3% 2{1:'12 1836 0.25% .aao 0.3% 2aoo 0.25% 559 0.3% 2033 1340 0,25% 451 0.3% 2601 ').250/0 560 0.3% 20M 1845 0.25% 462 11.3% 2813 0.25% 562 0.3% 2035 1649 0.25% 463 0.3% 2621l 0.250/0 563 0.3% 2036 1854 0.25% 464 11.3% 2G2G 0.25% 565 0.3% 2037 1859 0.25% 465 0.3% 2633 O.~5% 566 0.3% 2{13S 1!l63 0.25% 467 0.3% 2G3S 0.25% 561 0.3% 2039 1e5!1 11.25% 466 C.l% 2646 0.25% 569 0.3% 2MO 11113 0.25% 469 0.3% 2653 0.25% 510 0.3% ..... ----~ ... rab!e 2 P:;!je5 55 ~0061!1 3631 20943 2665 56 11.8% 25255 0.7% 36!i!l 0.8% 21100 2685 !ill 0.8% 25443 0.7% 3686 0.8% 21256 2700 57 0.8% 25633 0.7% 3114 IU";' 21418 0.8% 2726 0.0% 57 0.8% 25824 0.7% 3742 0.8% 21578 0.8% 2746 160 O'()'Y. 56 0.8% 26016 0.7% 3170 0.7% 21740 0.8% 2767 160 0.1)% 58 0.8% 26210 0.1'% 3798 IUI% 21903 0.8% 2788 160 0.0% 56 O.S% 26406 0.7"10 3826 0.8% 22008 0.11% 2809 160 0.0% 59 0.8% 26603 IH% 3855 IUI% 22233 0.8% 2630 160 0.0% 59 0.8% 211101 0.7% 38M (UI% 22400 Il8% 2851 160 1'.1.0% 60 (UI% 21001 0.1% 39'l3 0.7% 22568 0.11% 21.172 160 0.1)% 00 0.11% 21202 0.70/. 3M2 0.6% 22737 0.80/. 2894 160 0.00"", 60 0.3% 21210 0.2% 3952 0.3% 22794 0.30/. 2901 160 0.00% 61 0.3% 27337 0.2% 3M2 0.3% 22851 0.3910 2908 160 0.00% 61 1J.3% 27405 0.2% 3912 0.3% 22008 0.3% 2915 160 0.00% 61 0.3% 21413 0.2% 31112 0.3% 22B65 0.3% 2923 2025 100 0.00% 81 0.3% 21$42 0.2% 39112 0.3% 23023 0.3% 2930 2025 16iJ 0.00% 61 0.3% 21610 0.2% *2 0.3% 230BO 0.3% 2937 2027 100 (1.00% 51 0.3% 21671c1 0.2% 4012 0.3% 23131.\ 1lI.3% 21145 2028 160 1),00% 81 0.3% 'J:rr48 0.2% ~22 0.3% 231!}6 0.3% 2952 2029 150 0.00% 62 0.3% 271117 1:1.2% .0032 0.3% 23254 0.3% 2959 2000 leo 0.00% 82 0.3% ~733G 0.2% ~2 0.3% 23312 0.3% ~1 2031 150 1.1.00% 62 0.3% 27!!lti 0.2% .0052 0.3% 23370 0.3% 2914 2002 HIO 0.00% 62 0.3% ~3112iS 0.2% *2 0.2% 23429 0.2% 2982 2033 160 OJIO% tl2 0.3% 2!!!IM 0.2% .0072 0.3% :rna? 0.3% 29119 2034 100 (UIO% 62 11.3% 28164 0.2% ~a3 0.3% 23546 0.3% 2991 2035 150 O.()OO/. 63 0.3% 28234 0.2% 40'3 0.3% 23605 0.3% 3004 2036 100 0.00% 6a 0.3% 28304 0.2% 4103 0.2% 23664 1).3% 3012 2031 160 0.00% 63 1).3% 2t!~15 0.2% 4113 0.3% 23723 3019 20311 160 0.00% 63 0.3% 21445 0.2% 4124 0.3% 23182 3027 21139 160 OJ:1O% 63 0.3% 2$516 0.2% 4134 0.30/. 23M2 ~ 113 Table 2 Page1 81 SS II!! 90 9'1 92 93 Ave. Growtll A,uu~''''lfl::' B rw,'~'''\lIC'' C@.25(AVE) D @.(l1(AVE) ~U6 451!iil >\1113111 0047 5133 t;1711 7155 7~ 8232 ~1!1:2 ~ '!!1427 .. 24.4% 10,~ U% ~.3-% 1:'1.11% 1.1% 15.11% 3\.5% 11.2% Ul'J. 9.7% 1.1% 1 IU''I % IUI7% 5,36% 2,68% 0.11% 1111111 1020 -10511 1@7a1 1:J!611 1* 13~ 1:tIU 1354 18.5% 27.11% -&.1iI% 1lI.4% :1!!.1% 11."" 11.11.\% .-.3J1% all.\% 0.11% O.!J'JIo 0.0% ~I ~ 2.68% UO% (1.50% Ave.Gi"O'J'Ith A@.8(AVE) B@.5(AVE) C@.2S(AVE) D@.01(AVE) 1140 1!U3 :10112 ~2S1 2352 2311 US!! 2120 29M :11023 3~ 41'1'e):Il 4700 4198 4890 4963 5038 5113 5100 5268 5347 1.63% ~GI'l:mtil 8.10% 3.132% 1.91% Q7-2000 1.91% (I.GB% 2001-20 1.50% 2021-40 0.50% MlO 1».0% 500 25.0% ~ ·10.0% <UiO Ii.@% 4.11)% !i22 11U% -1.1% su. un IUI% ,,12 11.0% AdmlI IU)% ~ IU% 1.!I% ~66 0.0% 3.0% iiS @,O% 30.5% 666 0.0% 21.2% G6$ U% 1,9% 56S lUl% UI% 666 I},I}% ~ 1.1'1% 56S 0,(1% Ui% 600 I}.I}% 1.5% 666 O.!J'JIo HI% 006 0.1')% 1.1:1% 616 1.5% HI% 6116 1,5% 1.S% <lOO 1.5% Table:! Page::! 2009 21556 1.5% 1668 1.5% 55!!! Hi% 128 1.5% 2010 21880 nw. 1693 Hi% 58111 1.5% 739 '1.5% 201'1 22208 1.5% H1S '1.5% 5760 Ui% 750 1.5% 2012 225'11 1.5% 1744 Hi% 5341 1.5% 761 1.5% 2013 22879 1.5% 1770 Ui% 5934 1.5% 113 Hi% 2014 23222 1.5% 1197 1.5% 0023 1.5% 735 1.5% 2015 23571 1.5% 1824 US"!. 6114 1.5% 796 1.5% 2016 239:24 Ui% 1851 Ui"I. 6205 1.tio/. 806 1.5% 2017 24283 1.5"/., 1879 1.5% 6298 1.5% 820 1.5% 2018 24647 1.5% 11107 Hi% 6393 1.5% 833 1.5% 2019 25017 Ui'!'. 1936 1.5% 6489 1.5% 1145 1.5% 2020 25392 15% 1965 Hi% 65116 1.1:;% 115!! 1.5% 2021 25519 0.5% 197~ 0.5% 5619 115% 852 0.5% 2022 25M7 0.5% 1964 0.5% 6652 0.5% !166 0.5% 2023 25775 0.5% 1994 0.5% sees 0.5·i. 1I'/i 0.5% 2024-259~ CU,% 2004 0.5% 1.1119 0.5% 815 0.5% 2025 2£)034 0.5% 20'/'1 0.5% 5752 0.5% 1IJ1!l1 0.5% 2026 261M 0.5% 2024 0.50/. 131B6 IUi% 864 0.5% 2021 26295 0.5% 2034 11.5% 6620 0.5% !lBS 0.5% 2026 26.;::16 0.5% 204S 11:,% 11854 0.5% 693 0.5% 2029 2135511 0.5% 2055 0.5% 11689 0.5% 891 0.5% 2030 20091 0.5% 200S (U;% 6923 (I. SOh. 002 0.5% 2031 268201 0.5% 2015 1'1.5% $956 0.5% 900 D.S'¥. 2032 2IlGS8 0.5% 20lJ6 0.5% 11992 0.5% 911 0.5% 2033 21093 IUiO/O 2095 0.5% 7027 0.5% 915 (US% ~ 21229 0.5% 2107 0.5% 1002 0.5% 920 jHi% 2035 27365 (US% 2111 !l.5% 7096 IHi% 924 1.1.5% 2036 2751.l2 0.5% 2128 0.5% 1133 0.5% 929 i15% 2037 21639 0.5% 21313 !l.S% 1169 0.5% 93$,1 fl.5% 2038 2m7 0.5% 2Wl 0.5% 1::205 0.5% 9:18 IU,'*' 2039 27918 0.5% 2100 0.5% 9'241 0.5% 043 0.5% Tafolili 2 Page3 M $IS 1111> $7 88 il9 ~ 91 112 113 " 9£1 A'ffIJ. Growth A@.8(AVE) B@.5{AVE) C @.25(AVE) 115l 10'l'~ 1107 11!1~ 121~ 121lG 1221 1452 '1311111 1~211 'I4!IIS 14$$ 3.~ Jt.~% 1.50% 0.15% U~ 3.00 --7.ilI% -!U~% -~.4% 330 U~% ~ ii.I.$% 310 .s.C% 310 ;U% 310 4.2% :1I1Cl 0.0% 311) ~G~ A\I~. Gro'llrih A@.!l(AVE) B@.SIAVE) 91-2000 0.75% C@.25{AVE) 2IlC1.2O 1.50% D@.01(AVE) 202140 0.03% 0.0% 1::120 O.~ 1330 @Ji% 1460 @.O% 1302 11.0% 1426 1@.~ 20M> 3.0%~ 1!ii22 IU% 20011 Iloll% 2000 0.0% :;;,;J!1!1 0.0% 2,21(1 Cl.Cl% 2,28' 0.1.1% 2100 0.8% 2136 0.1iI% 2173 U%~ 2200 Hi% 2239 1.5% 2212 Ui% 2301 1.5% 2341 1.5% 2315 Mid ~.iI% 4.5% U% ·~~UI% 11.5% 43.5% ..$.1% 4.1% ~.111% 10.5% 0.111% M% .. IU% U% 1.1% 1.5% 1.5"10 1.5% 1.5% UI% Hi% S.!II1% 5.53% 3.46'1. 1.13% 0.01% :1100 4Ol) Mi@ 490 400 4SO .. ~ 450 4511 450 * ~ 464 41;11 ~14 481 486 400 503 511 1S.'!'% 14.3% *'0% @.O% ~Ul% 1lU% 97·2000 2001-21'l 202140 ·11.1% ActM3Ii 12.5% @.O% 0.1)% 0.0% lUI% IUI% 0,11% 0.8% 1.5% Uii% Hi% 1.5% 1.5% 1.5% Tabk:l2 If'age4 -.. ---.-----~-~~, ---_ .... _-----_. % "'T121l i.SQk 433 2009 H54 1.5% 439 1.5% 2485 1.5% 534 1.5% 2010 17ao 1.5% 446 1.5% 2522 15% 542 1.5% 2011 Hl07 1.5% 452 1.5% 2560 15% 550 1.5% 2012 1834 1.5% 459 1.5% 2596 Ui% 559 1.5% 2013 ~a62 1.5% 466 1.5% 2637 Hi% 567 Ui% 2014 1690 1.5% 413 1.5% 2617 1.5% 575 1.5% 2015 1916 1.5% 460 1.5% 2717 Hi% 584 1.5% 2016 1947 1.5% 467 1.5% 2758 1.5% 593 1.5% 2017 1976 1.5% 495 1.5% 2799 1.5% 602 Hi% 2016 2006 1.5% 502 1.5% 21341 1.5% 611 ~.5% 2019 2036 Hi% 510 1.5% 28!l4 1.5% 620 1.5% 2020 2006 1.5% 517 US% 2927 1.5% 629 1.5% 2021 2067 0.03% 517 0.0% 2929 0.07% 629 O.O(;/~ 2022 2008 0.03% 511'1 OJ)% 2931 0.07% 630 IH1% 2023 2061.1 0.03% 51iJ IlO% 2933 1107% 630 1l.1l% :2024 20011 (').03% 5111 0.0% 2935 !l.om 530 o.o"/. 2025 2009 0.03% 51il 110% 2937 IUll% 1330 0.1l% :20:26 2070 (H)3% Mil tUI% 2939 1),07% S30 o.()% 2027 2071 0.03% 511! 110% 2941 0.07% 63() 0.0% :20:25 20n (1.03% 5111 (1.0% 2e43 0.1)7% 531 Il.(lh,{, 2029 2072 0.03% 51!l1 110% 2945 (1.01% 631 IlO% 2031l 2013 0.03% 519 0.0% 2e47 (1.01% 631 0.0% :It)31 2073 0.03% 519 OJY% 2949 CUll% 631 !I.ill"!. 2032 2074 0.03% 519 0.0% 2951 0.07% 631 OJ.!% 2033 2074 0.03% 519 0.0% 21153 0.01% 632 0.0% 203-4 2015 0.03% IH)% 2955 OAl7% 532 1.1.0% 2035 2016 0.03% 520 1),(1% 2957 !Ii.lll% 632 O.oo/~ 2038 2016 0.03% 520 0.1)% 2959 0.07% 632 0.0% 2031 2077 0.03% 520 !lUI% 2002 (U)7% 1$3:' IlO% 2038 :':013 0.03% 520 0.0% 2004 CUl1% 1633 0.0% 2039 21m, 0.03% 520 O.iO",{, 2006 1).07% 633 0.00/. :<!OO8 0.01% 633 IUI% .... ~-~----~ ... --.-- Ta.bIe 2 PageS ~ 85 $6 81 till 89 M 91 :'92 93 !M tiS 98 99 .2000 2001 2002 2003 2004 2005 200!! AI.'Ii>.G~ A@.8(AVE) B@.5(AVE) C@.25(AVE) D@.01(AVE) !) @ @ (j II 155 155 Ull 11111 19 -950 150 160 160 160 160 100 160 100 160 100 .. ""!"1ft ERR ERR ERR U% :l:4,11% ·~U% .$.$% @ IU)",(, 0.0% Q.o% iIlJJ% IUI% 0.0% O.Cl% IUI% I'M:!%. 0.1)% 0 ERR e EM I) am e ERR @ EM .om ERR ~ @~~ li\I.I ~% ~ 11.11% 511 @,II)% 5@ @ li\I.I @J)% 51 0.3% 52 (1,9% 52 lUI'" 53 Hi% Elt~ 53 1.5% ii4 1.5% 55 1.5% 51! Ui% 57 1.5% 0.00% 0.00% 1.l.00% 8M9 3!1!;3 1iI481 S303 10185 111195 ~2!1lW 1371111 141t111 15601 11434 19132 24415 211&19 27!1~O :l.80~2 2.lI4Im 2SSM ~2!15 ~lJ2 30116 ~-""------ load Forecast SUl'!1lMry Mid 14.7% 1350 1iM% 5876 2U% UCC 1U% 1.4% 2220 21:1.@% 1'1516 1C.ti% 1~20 211.7% 6.11% :mo -II.@"A. 6920 11.2% 1410 -'1'.2% l.l% 2200 4.3% l~OIl U% 1M II.~% HUI% 2300 .0% ijO{lll 1(1.$% 11111'111'11 1'8.1% 10.3% 2700 11.4% ~!11 ~,O% 1111i@ 11.5% 1.9% :£OO@ U% A~I $$50 13.7% 11.3% 2BOO 32% i@122 4.1% 6Jl.111% 21190 @.O% 111il1!1 10.3% 111.'1% ~1iIil @.@% Ulii!l IU!%. 11.1'% 2800 @.O% 13!18 1lU.i% $.1% 2100 @.D% 15210 1U% 10.3% 2912 0.9% 10.5% 2999 IU% H.5% 2.3% 3fJ2e O .. !iI% 2.4% 1.5% ~@!ll 1.2% -3.4% U% l@il9 1.2% ~~ 1.5% Hi% ~i3!b ~.2% 1.5% Hi% 3153 '!.Ii% Ui% 1.S% 3230 ~.5% 1.5% 3:1.79 Ui% Taibi.,:! PageS ._------------------.----~-.-. .. ~~~~~--.. ~.-.~~----.--~.-- -----.~~ .. --·"~-·-·160 2009 160 00% 59 1.5% 3429 27148 2396 20iO 160 0.0% SO 1.5% Ui% ::wao 1.5% 27555 243:< 2011 160 0.0% 61 1.5% Uj% :1$:12 1.5% ~7961l 2-'168 2012 160 0 .. 0% 62 '1.5% 1.5% :151'15 1.5% 26386 1.5% ~505 2013 HlO 0.0% 63 US% 33413 1.5% :1639 1.5% 281313 1.5% 2543 2014 160 (1.1)% 64 1.5% JJ!l7l 1.5% :l69~ Ui% 29246 Hi% 2531 2015 1180 0.0% 55 1.5"11. 3M1!! 1.15% 31491 1.13% 296S'i 1.5% 2620 2016 16(1 11.1)% 66 1.5% :£4994 ~.5% :ill!!!» 1.5% 3!H31l UI% 2659 2017 160 0.0% 67 1.5% JI:II!Jn 1.!i% 311S2 Uii% 30M2 1.5% 2699 2011) 160 ()O% 63 1.5% :16047 i.5% :;I92!.1 1.5% 31040 U% d!740 21l1!l 150 0.0% 69 1.5% :'l~tli> 1.1)% 3979 Uii"", 31506 Ui% 273~ 2020 11l1l 11.0% 70 Hi% :;111:)2 1.5% ~3!1 US'¥. 31$119 1.5% 2822 202~ 150 (1.1)0% 71l 0.0% :'l7:l94 iVI% 4053 0.4% 32138 115% 2837 2022 illll 0.00% 70 0.0% 3161i5B 0.'1% ~&III IU% 32299 IHi% 2851 2023 ~1'J1l (1.00% 70 0.0% ~11'l2:l 0.4% <W1!l:l' 32461 0.50/. 2365 2024 160 (i.OD% 70 0.0% 3T1'a1 IM% ~!!I7 0.4% 32623 0.5% 2879 2f1125 160 0..000/. 70 0.1)% 37'53 0.4% 4112 327B5 0.5% 2394 21.l26 160 0.00% 10 0.0% 381151 OA% 0.4% 32950 0.5% 21)06 2027 160 0..00% 70 0.11% ~2!11 0.4% 414~ 33115 0.5% 21)123 2028 160 O.()D% 70 0.0% 3e455 114% 4157 0.4% 33280 0.5% 2937 2029 160 0..00% OJl% ~G24 0.4% 4U~ 0.4% 33447 0.5% 2952 2030 160 11.00% O.O'lfo 3319<a ".4% <111111 (1.4% 3Sa1~ 0.5% 2967 2031 160 0..00% 70 (HI"" 3m!'l64 IV)% 420::1 (1.4% 3318:2 0.5% 29112 2032 160 11.00% 10 0.0% 311l13G 0.4% <I~U 0.4% 33951 U.5% 2900 2033 130 0.00% 70 0.0%. 3~:llO~ 0.4% 4.::lJ::l OA% 34121 0.5% 3(!11 2034 ~i/.IO 0.00% 70 0.1)% 311l&ll!l:!: 0.4% ~48 0.4% 342\)1 115% 3021 2035 160 0.00% 10 !:to%. 3~S'l56 0 .. 1% 4.::lG4 OA% 34463 0.5% 3M2 2006 100 0.00% 70 0.0% 311l®:lI~ 0.4% .a"'I'S 0.4% 346S5 0.5% 3051 2037 100 0.00% 70 !10% @1l7 0.4% 4'-19£1 OA% 34806 0.5% 30n 2i1l31'J 100 OJIO% 70 0.0% «lUll 0.4% .a:Jl'W CAI% 349112 0.5% 3088 2!()39 160 0.000/. 70 !l.0% .0036i 0.4% 4326 0.4% 35157 0.5% 3103 0.5% ---.~ Table:1 Pilge1 Eieclricallood I I M 3!$ M lilA' illS 89 00 II'! ~l 93 M !liS 93 WI! 2000 2001 2002 Ave. Grollriltl A@.8(AVIE) B@.5(AVE) C @.:i'5(AVIE) O@.Cll(/WE) .!lUG 45!® ~311 ~1 5133 611!l1 115$ 74!4l2 S2J;J; all'!'!:!:! ~M:ol 1~7 10011 1f.!564 20012 :mM 21731 22313 22911 23524 24Hi4 Divisiol1 ;!"U·k 111.11% . 5.&.1% <il.:!% 13.6% 7.1;,,% 1~.111% ;;a.S% 1'1.2% i.iS% IU% IB.'I% HI.7% 11.40/0 5.'i% 2.7% .2.7% 2.70/. 2.1% 2.1% 1@.11% 8.51% 5.36% 2.6(1% 0.11% (lOO 1!};!!l 00(1 'lOs!) 11111:1 i:l!~ifj 14!4l11 13~ 1S~ 13M ~,l~ 13M 1-$00 1505 1Mf> 111Ji% :!7.G% .~.®% U% ~.7"'(' U.!i\% 1U% -3.1!l% @.Il% @.@% @.II% U% 2.1% :t'l'% 2.1% 2.7% 91·2000 2001-20 202140 At:WIll'J ~ ___ K_ia~ tA.ve. Growlh @.8(AVE) B@.5{AVE) C@.25(AVE) O@.!l1(AVEl '1140 ~~2S 2i1li!2 &:;:Uli~ ~52 2311 l!~95 2.120 29U :l\i}2J :il9~ 4183 4387 5073 5267 5361 5469 5574 5680 518!! 5S99 6012 111,.4% 1;:1.3% lUI"/., 1!UI% .a.O% -1.1% ilJI% iUl% 7.9% :s.C% :illl.!:i% i!U% 3.6% 3.1.1% 3.11% 1.11% U!% 1.9% 1.11% 1.11% 1.9% -----.-_ .. 1.103% Expected GnJWl;h IUIl% 3.192% 41.91% ';1"1-2000 !Ul2% !.l.06% 2001·20 202140 -IU% f:i.OO 2lli.IDI% 4W ·1@.@% 450 O,I}% Iii:!:! 11Ul% 1112 1'102% $12 @.I!l% ilcW!ll! 1lIG$ 1!l.1!l% 11>1'\$ !Ul% Illlt> 1M%' Ii!I'l$ 11.11% G61l C.l)% 6a6 IUI% Ii6G 0.0% ~~ 666 (),Q% 006 0.1:1% 006 IUI% 666 0.0% 619 U;l% 61G2 1.9% 705 1.1:,% :lOO!! 26148 2.7% 1960 2.7% 8243 1.e% 746 1.1)% :2010 26848 2.7% 2013 2.1% a362 1.1)% 160 1.11% :lOl1 21567 2.1% 2061 2.7% 5484 Ul% 175 1.1)% 2012 28305 2.1% 2122 2.7% 0001 UI% 789 1.9% 2013 20064 2.7% 2119 2.7% 5133 1.e% 005 1.9% 2014 29M2 2 .. 7% 2237 2.1% 6862 1.9% 8:20 1.9% 2015 30641 2.1% 2291 2.1% $993 1.9% 836 U% 2016 31462 2.7% 2359 2.r% 1126 1.9% 851 1.9% 2017 32305 2.1% <!422 2.7% 1252 uw. 008 1.9% 2018 33170 2.1% 21187 2.7% 7~O1 1.9% 884 HI% 2019 34058 2.1% 255.3 2.7% 1542 1.9% 001 1.9% 2020 34971 2.7% 26n 2.7% 76116 U% 918 1.9% 2021 35008 OJ% 2625 0.1% 1692 0.1% !lUI 0.1% 2022 35045 IU% 2621 0.1% 1691 0.1% 920 0.1% 2023 35083 0.1% 2630 0.1% 1103 0.1% 920 0.1% 2024 35121 0.1% 2633 OJ% 7109 0.1% 921 0.1% 2025 35158 0.1% 2636 0.1% 1115 0.1% 922 0.1% 2025 35198 0.1% 2639 0.1% 1121 0.1% 923 0.1% 20Zl 35234 0.1% 2642 0.1% 7727 0.1% !l23 0.1% 2028 35271 0.1% 2tl44 0.1% 1133 0.1% 924 0.1% 2029 35309 0.1% 2647 0.1% 1139 0.1% 925 0.1% 203(1 3S347 0.1% 2650 0.1% 1145 0.1% 925 0.1% 2031 35385 0.1% 2653 0.1% 1150 0.1% m 0.1% 2032 35423 0.1% 2656 0.1% 775!J 0.1% m 0.1% 2033 35461 0.1% 2659 0.1"-7152 1).1% 921 0.1% 2034 35499 0.1% 2661 I:t1'% 7768 0.10/. 928 0.1% 2035 35537 (u% 2664 0.1% m4 1).1% 929 0.1% 2035 35515 0.1% 21.167 0.1% 11110 C.1% 930 0.1% 2037 35613 0.1% 2670 0.1". 1161fl 1).1% 930 0.10/. 2038 3565'1 0.1% 2673 0.1% 1192 C.1% 931 0.1% mi 35689 0.1% 2616 0.'1% 7791.1 0.1% e32 0.1". 0.1% Table 2 Page3 ---Thome Ave. GroMil :UO% IE,,~G~ AV§.Gmwih 1>.91% EX~G~ A@.!l(AVE) 2.40% A@.8(AVE) 5.530/. B@.5(AVE) 1.50% 8@.5{AVE} 3.46% C@.25{AVE) 0.75% 97-2€lOO 1.&1% C@.25(AVE) 1.73% 97-2000 3.46% D@.Ol(AVE) (H13% 2001-20 0.75% O@.01(AVE) 0.07% 200~-2fl ~.13% 202140 OJ):!')!. 202140 1107% iW 'iiG:lI -Ui"lO lOO !!I.O"A; 1320 ~.6% :liS!) i!U"k 66 1@12 o'U% lOO @.ili% UilO ~.S% ~OO 141.l% illS Hi'll' :11.:11%' loo ®.II'I% 1460 S;.6% 400 ~U)% 117 U~:il 1.11% 300 iUI% 41302 ·1iUI% 400 @.@% IIII!I 127~ @.fZ% 300 IUII% ~~26 ~.!'i% 400 ~.O% ii~ 12@5 ./S. .. % 330 iiUl% 2M 4U% 1.&1:1 1'-!.5')1', 00 ~~7 S<W J.@% ~~i 1!12~ -6.~% MIll -~i.i% Ac'IlIIi!l! ~'ll 1~~ 1U% 3111 a.liil% ~!lOij ~.1% 4l5@ 12.5% IU usa .{li.@." 31@ 1!il.0% ::!cco (Ul% ~ @.@% ~:I 14::16 :\1.3% 3711 III.@% ~,~10 lill.!l% 4l5@ @.@% M ~48E1 4.2% 3111 IIU1% i.!,21 ill 0.0% ~ @.@% !liS 1416 fi.!l% 31@ @.O% ~,2i116 :te$% 45C iIJl.@% !I$ 91.1 Hi3;\} 1.5% 387 Hi"!. 211.11.1 -8.1% 471 Hi% 99 1557 Uio/. 393 U% 2173 3.5% 478 HiO/O :lOOO 1580 1.50/. 399 1.1$% 2248 3.5% 485 1.5% 2001 159::.! 0.8% 40~ Il.lI% ~ 2266 1.1% 486 0.11"-~ 2002 U,O<i Il.il% 405 O.tl% 2326 1.7% 492 IU% 2003 1616 OJ!% <lOll 0.6% 2366 U% 400 IUI% 20M ~628 O.tl% 4H O.El'Yo 2407 U% 500 1111% 2005 1641 O.l!% 414 C.IlI% 2«9 1.1% 503 (U% 2005 1653 11.11% 417 IHi% 2491 U% 507 !Ull% ~2007 1690 426 2622 519 1703 430 11.11% 2S68 1.7% 522 1716 433 I!.II% 2714 1.7% 526 1729 436 0.8% 2760 1.7% 530 0.8% 2013 1142 0.6% 439 0.8% :oleOI'! 1.7% 534 0.3% 2014 1755 0.8% 443 0.11% 2857 1.1% 636 (Ul% 2015 1168 0.8% 446 0.8% 290e 1.7% 542 0.13% 2016 mn (1.11% 449 0.8% 2956 1.7% 648 06% 2017 1195 0.13% 453 0.8% 3001 1.7% 550 0.8% 2018 1808 0,6% 466 0.8% 3059 1.1% 555 (1.11% 13ZZ 0.8% 459 0.8% 3112 1.1% 559 (UI% 1E1i35 1:1.8% 463 0.8% 3166 1.1% 563 {UI% 11536 0.03% 463 0.0% 3168 0.07% 563 (1.0% 1836 0.03% 463 0.0% 3170 0.01% 663 0.0% iSS? 0.1):3% 463 0.0% 3172 CHI?O/. 563 IHI% 'i837 0.03% 463 0.0"10 3175 0.01% 564 0.0% 11138 0.03% 464 0.0""' 31n IU.l1% 5tW 0.0% 'i639 0.03% 464 0.0% 3179 11.01% 554 0.0% 11139 0.03% 464 0.0% 3151 0.07% ~ 0.0% 1640 0.03% !1M 0.0% 31113 0.07% 5S4 (Ul% 1840 1l.03% 464 0.0% 3188 11.01% ~ IW"A. 164~ 0.113% '164 IUI% 3H'I1I 11.1)7% 555 0.0% 1841 1l.030/. 484 IHI% 311~O 0.1)1% 565 0.0% 1842 11.03% 465 0.0% 3HI2 (U17% 555 0.0% 1842 0.03% 465 0.0% 31M 0.01% 565 0.1),% ~843 0.03% 465 0.0% 31117 0.07% 110% 1844 0.03% 4as IUI% 3199 0.01% 0.0% 1844 0.03% 465 0.0% 320~ (UI7% 0.0% 11145 0.03% 465 3203 11.<17% 0.0% 1945 4115 11146 466 Table :2 PageS M !'is $$ 1<11 @~ Il~ \lEi !'Ii llt! ilIl \iI<il illS sa 99 2000 2001 21002 2003 2004 2005 2000 A\I@.G~ A@.6(A\IE) B@.5(AVE) C@.2SIAVE) D@·(JWWE) 1§§ 155 193 1~1 100 150 100 160 100 160 160 160 100 100 100 ERR ERR ERR ERR i!:RR ERR O.O"A %4.5"'{' ·~I/UW. 4.8% © ItO% 1l.0% 0.1)% 0.0"10 0.0% 1).0% IUI% 0.0% 0.0"1. 0.0% 1iI.00% 0 .. 00% (Ul0% IlJID% 1100% ij (j E) II !i 40 oW 00 !$I)I 00 !$I)I 00 52 53 5<l 54 55 55 00 56 00 ERR ERR ERR ERR ERR f!!lR 0.0% 2£i.@% 0.0% U% @ @.@% Ui% 1.5% Ui% !Ul% 111-2000 200~-20 1.(J1.140 Aetmll El!~~ 0.00% load forecast SIlMMallY 1111.<1% iiiiil76 21.3% 7.'% ::!0.0".4 G51G 1il1_~% 05.0% is::!@ !l.2% 1~1(! 3.l% 4.:11% 7303 5.5% 10.0% <11.5% lIlIItJE} U!.~% 1@.:1% 11..4% !W3~ 5.1:1% :U% A~liIi iillOO U.1% ~I.?% "l0"lZl: <11.111% 1100% U~IOO ~iU% «1.0% '/'/~'/t!l IMI% ~~~ @.@% '/5;!'/i:l 2275!l ~4.S% 2132 25B31 13.5% 2711 4J% 3i<lill 27079 4.a% 2911 ::1.4% Ui% 2!353l -2.1'.1% 2153 16% Ex~ 27200 2.5% 2295 2.4% 1.6% 21851 2.5% 2339 28591 2.5% 2396 29313 2.5% 2455 30053 2.5% 2516 160 51.1 OJ3.% :MI1.I53 :no!l 32391 2.50/. :2106 2.5% 2010 160 58 0.8% 37741 3783 33210 2.S% 2773 2.5·" 2011 160 S8 0.8% 38540 2.4% J1II5!! 34051 2.5% 2841 2.5% 2012 160 0.0% 59 0.6% :19562 :V!o/. 3937 34913 2.S% 2912 lUi% 2013 160 .[1:0% 59 0.8% 4015111 2.4% «116 2.0% 35797 :t5% 2983 2.5% 2014 HID 0 ... 00/. 60 0.11% 41475 2.11% 40911 2.0% 36704 2.5% 3057 lUi% 2015 "160 0.0% 60 (1.£1% dOUGII 2.4% 4Ul1 2.0% 37634 2.5% 3133 2.5% 2016 160 0.0% 61 (UI% ~485 2.4% 42&1 2.0% 38588 2.5% 3210 2.5% 2011 160 0.0" •. 61 1lJ3% ~2!1 2.4% 4354 2.0% 39567 2.5% 3290 2.50/. 20Hl 160 OJ)% 62 CUI% 4lS6!1i1 2.4% ~:t 2.1% 40570 2.50/. 3371 2.5% 2019 160 OJ~% 62 (1.1'1% ~'4 2.4% 4lS35 2.1% 41600 2.5% M55 2.5% 2020 160 (Ul~ 63 0.8% ~7811 2.4% 4$29 2.1% 42656 2.5% 3541l 2.5% 2021 160 1).00% 63 IH1% ~1!i$l 0.1% Ml32 0.1% 42700 iU% 3544 0.1% 2022 160 OJIIl% 63 0.1)% 47111.19 0.1% 48:16 1).1% 42143 0.1% 3541 0.1% 2023 160 IU1()% 5.3 0.0% 47955 0.1% ~ 0.1% 42786 0.1% 3551 0.1% 2024 100 0.00% 6a 0.0% @002 0.1% ~ 0.1% 42830 0.1% 3554 0.1% 2025 160 0.00% 63 (U)% 48048 0.1% ~ 11.1% 42S13 0.1% 3558 11.1". 2!l26 160 0.1:10% 63 0.0% 400114 111% .u;$2 0.1% 42917 0.1% 3561 0.1% 2021 160 0.00% 63 0.0% 4814'1 0.1% ~!l!l 0.1% 42960 0.1% 3565 loU% 2028 100 1)'00% 63 0.0'% 431111 0.1% MIst 0.1% 43004 0.1% 3568 0.1% 2029 HIO 0.00% 63 0.0% .4l8234 0.1% Mlala 0.1% 43048 0.1% 3572 0.1% 2030 Hill 0.00% 63 !)Jl% $;1231) O.W. 4$61 0.1% <13091 0.1% 3575 c.nl. 2031 160 11.00% 113 o.()% «1321 (1.1% Ml11 IU% 43135 0.1% 35711 0.1% 20~2 1S0 0.00% 63 0.0% ~13 (u% 4615 0.1% ~3119 11.1".4 3582 0.1% 2033 160 0.00% ea €lO% ~2!1 0.1% 467$ 0.1% 43223 0.1% 3500 0.1% 2O:M 100 0.00% 8S 0.0% «1M11 0.1% 46113 0.1% ~3267 0.1% 3500 0.1 2035 160 1).1)0% 63 C.O% _13 lli.1% <i!l$I.IG 0.1% 43311 11.1% 3593 0.1% 2036 160 0.00% 63 0.0% .~aJ 0.1% 46911 0.1% 43355 0.1% 3597 0.1% 2037 100 0.00% 63 1),0% 4$601 0.1% 4lSM il.1% 433911 0.1% 3600 0.1% 2038 160 0.00% 63 0.0% ~II!M 0.1% «i9t1 0.1% 43443 0.1% 3604 11.1% 203@ 11S0 0.00% 63 (1.0% 4$101 0.1% 47112 0.1% 43487 1l.1% 31.107 0.1% ~1..w 0.1% ALASKA POWE,R & TELEPHONE COMPANY -!iXlIIT 1!3.w:!.IS7 Alto. __ ~ 1500 1IIInII_ -0,00\1> T_of~ 1l)!'I!\>c.,. 1.000 _ 11- CIIosiII!It!_ M@% --~ G.OOS ~...o~ 00'1>1 1l3:1!1l Il3m Il3:IIl Il3lIl .mil .mil .mil -':Ill) $:IlI) 03;!i) iII'3;!i) 03211 IInll ill'32\1 ill'32\1 ill'32\1 3i~ $1.1111 1,:1:1% :Illy .... IUIl% M,II:! \me.m \me.m \me.m \me,1lM \me.1lM \me,1lM SO SO SO SO $0 SO SO SO ~ ~ ~ Il!l Il!l ~ ~ ~ 1IO 1IO $0 1\'1 Il!l ~ iiIO iiIO I!iI 'IIQ 'IIQ Il!l Il!l $0 $C $C $C SO SO $0 $0 $0 $0 $0 $0 $0 $!i.sn.:m Wolf Lake Hydropower ill ,*,:100 1 ,111!1 ,S5l 611.147 $1,!¥.S2,~ $1.130.071 S~$II,ZIIi $Uj9,~ 81.7e:!.201 _.1I<i9 ~1.IRIT.947 Sl,GIIUIO 9404.100 ~1.1H,427 SI,Gae.r31l _.too ~I,rm,;W7 SI,5M,05!I ~~9,~9 ~l,OOO,_ SI,491,IfIlI ~6<le,~53 ~j,IlSII,7lIII S',~23,_ ~~41,7'O $2pm,549 SI ,35<>,I11III ~32,~ $:1,0114,:129 SI,2II1,m ~1$,1iIl1! $:I,I!I2,I69 SI,12O,!I<i!I S:IfIIl,3Il5 $2.229.,*, SI,I52,2117 :I3Ol2,e29 $2.m,e1D $1,4184,007 :I3OO,tSl $2.3Il5,4$1 $1,0,.,711$ :l356,llS1 8:1,433,:1:11 $IOl1,nII :l33U2! $:1,1101,012 SlJliI,l<l!i :l311,!1lil $:I,lIOII,m $013,. :!3OO,l<!ll !I2;nII,572 51~,5\iIS S28UI2 !I2,~.m $017,1104 $2lj7,@79 52,17:1,13;1 MIO,02JI ml,4oW 52,l13li,014 M42,2«1 $:135,004 52,OO1,~ M74,m $2m,~ 52,675,474 MOO,m $202,1:12 113,~,2S!i l!»3,002 $III5,6SS 113,111,1135 8:171,123 $ISS,2$S ~,lm,3lG ~,:Wl $1~um ~.a4S,~ ~i:l$,lIOl $1~,3!I1 1Il,3It,377 lIS"I,mI $119,951 ~,:Im,j~7 (110) I$lOS,515 $8.074" ~,O?~ to,o1~ sun sun $O,on $0.011 SII.01Q SII.0se $ll.0tiS $ll.0I!3 \III.OI!! $Il.il!i!I \III.O~5 \111.053 $0.050 ~U14' \IIlJll4S \IIlJ142 $0._ $0.031 $II.m $II.l!;\l $II.9:ll1 ~027 00.024 00.022 SII·0" ilIJ.C19 ;:'W~lIWlO: ~e C~ i(i'EU' ~' __ ~'''._iIlIlSI1''IiIlI,/iHllj~ .,.., ... _______ 0 ~~~ ~ __ ,_.= .... ~~"~ .. "" __ _ laska Power & Teiephone Company Woif Lake Construction Cost Estimate ~tem n ojption __ .... _ill Cost (1997$) 1.0 Preparatory Work $50,000 2.0 Siphon Intake $183,969 3.0 Penstock $1,083,000 4.0 Power House $1,160,105 5.0 Transmission $500,000 Direct Construction Costs $2,971,074 Contingency @ 0% $0 Ovemead Loading $75,000 Engineertng $200,000 Total Construction Cost $3,252,074 Interest during construction @ 4% $130,083 Total Investment Cost $3,382,157 CostIKW (4000 KW) $2,255 Cost Estimate Wolf Lake Page 1 2.0 Siphon intake 1 Diversion of Outlet Stream 2.2 Excavation: Lake outlet Spillways Masonry Backfill Siphon piping pipe Pipe Screen/Intake Control 2.8 Siphon and Pumpback system 2.9 Valves and ",,,,,,,,j,,,,,,,,,,,, Subtotal Cost Estimate Woif Page 2 00 190 430 o 8400 o 8400 200 500 25.51 $50,000 $50,000 ! $20,00°1 i $16,000 $38,000 $0 $10,909 $16,000 $0 $0 $10,000 $23,000 $25,000 $25,000 83,969 $6,000 $0 $267,000 i $0 $621,000 ;:::~:~i 3.4ISu pports lAnchored 122 385.25 547,000 Unachored 288 364.58 $105;000 ;-;-;:;:. Pedestals 600,00 $1 rffhrust B!ocks 2 11000 $22,000 3.6 Railroad Crossing $0 Subtotal $1,083,000 4.0 Powerhouse 4.1 Clearing $8,000 4.2 Excavation ;Common 190 53 $10,070 Rock 1 $26,000 4.3 Cultural field work LS $0 4.4 Concrete Substructure 95 453 $43,035 4.5 Metal Superstructure 1000 80 $60,000 4.6 Architectural/Cultural $8,000 4.7 $6,000 4.8 IBridge Crane $25,000 I !Turbine governor $869,000 10 Guard Valve included 4.9 $0 4.11 Misc. Mecnancia! $25,000 4.12 Generator included 4.9 $0 4,13 ControllSwitchgear included 4. Lebar only> $75,000 14 Station Service $5,000 Subtotal $1,160,105 Cost Estimate Wolf Page 3 Cost Transmission 5.1 Substation Civil 5.2 Transformer 503 Overhead Une 25 kv Interconnection Direct Construction Wolf Page 4 5 $30,000 $150.000 70000 $350,000 $555,000 $2,917,014 Hydrology Section FEtte 11508~OOO The ~ppikant has Indlll'e~ct wntr~d with the Urdted States Geol@gial Survey (USGS) to h~ve a instailled and monitored near the outlet @f Wolf Lake« USGS has deS;llI1latE!d the gage '1~085900 ailed ~t has been in operation since November 1 • Table 1 slww$ a .§I!.!lmmary of the monthly meanp mmmump and flows recorded by the USGS gage. The applicant has recently decM~ to cance; the Indirect: contract with USGS after two years of data had coUeded. The c~ of the monitoring and acquIsItion was the primary determinate in dds dedsiolt. The applicant Dellev.!!:; that the dat2 is sufficient to accurate~y charaaerize tbe water resourceo In addition., the applicant has about purcnasing the existing gage from USGS to whkh wotdd aUow the to continue coneallDg data IZC1,l1!!G' own penonnel. mn addidons the appHcant has spot readings at various locatl«)ns further define the contributing areas the USGS gage accurately. The method used was to spot measurements taiken by the specific (date and dme) from the USGS gage" This information was then used in wnjunction respective drainage areas {Figure develop an estimate of wntribution of the entire drainage basin above and below the location of gage0 This method has allowed the applicant to estimate average contribution of the Wolf Creek drainage as measured at the creek: near the boat worKs. Using the estimated average flow contributions developed it Is possib~e to estimate flows at outlet of the lower pond and at the creek mouth. Tab~e.2 shows these estimated mean monthly flows at the USGS gage, the mouth of the Bower ponds and at the month of Wolf Creek ~llear the boat work:s. The applicant developed this ;'"" information to ;!$!ii$t it and the agendas making resource dedslons In regards to the water re§oerces ill the project areao 1 0 Woif lake Outiet 15085900 Month!y Mean Flows: i 1996 1997 Average Jan 12.20 5.79 9.00 Feb 9.90 13.30 11.60 Mar 12.00 8.56 10.29 A.pr 10.70 18.80 14,75 May 11.20 24.80 18.00 JU61 8.14 12.17 Jui 4.13 6.47 Aug 5.15 6.77 Ssp 1(UO 0 Oci 11.00 17.00 Nov 1 10.90 15.05 D'8c 12.80 6.41 9.61 Annuad Mean 11.]3. Max 1 1996 1 Average Jan 34.00 ~~.90 21.95 Feb 15.00 17.50 Mal' 20.00 16.50 Apr 23.00 34.50 May 21.00 31 JUri 11.00 i8.50 Ju! 8.70 10.35 Aug 11.00 11.00 Sep 19.00 19.00 Oct 25.00 25.00 Nov 37.CJO 15.00 26.00 23.00 9.40 1620 Annual Mean 20.67 Monthly Min Flews: 1 1996 1 Average Jan 5.90 4.10 Feb 4.70 6.70 Mar 5.90 5.95 ApI" 7.70 9.00 8.35 M,ay 7.80 19.00 13.40 JUri 5,7!) 7.60 Jui 1.130 4,00 Aug 1.20 4.00 2.50 Sep 5.50 5.50 12.00 12.00 Nov 7.50 9.BO Dec 2.90 4.25 Annual Mean Min 7.C2 Tab~e Estimated mean monthly flows at various locations within the Wolf Creek Basin: Flows Flows@ Average LPono Mouth 9.00 10.98 16.87 Feb 11 14.16 21.76 Mar 10.29 12.56 19.30 Apr 14.75 18.00 27.66 May 18.00 21.97 33.76 JUri 12.17 14.85 22J32 Jui 6.47 7.B9 12 Aug 6.77 8.26 12.70 10.10 12.33 18.94 Oct 17.00 20.75 31.88 Nov 15.05 18.37 28.23 Dec 9.61 11.72 18.01 Mean 11.73 14.32 22.00 30 20 1 10 5 mated I ti olf Lake G e 20% 40% % Time Flow is mmJ1I Time 60% 80% or Exceeded SOUTHEAST ALASKA t.OCl\'!'!ON,~~LIllt ,,'jl'$l', l",,~ U2':;S'H", 1i'l SI:'/< NW I" 1I!!:!;l ~"".l;;, '<.73 $" P.ii'l~~ ef Wal&& l~l~fig, i~ TOn~&5. N~t1""ai F"~«Qt, ~" t~~ left brunk, 700 1.2 ~il~~ &ba~~ ~Quth ~i'ld l.1 Mil~~ "o~tb~~~t of ~Ql11~. a~ E., Uydrolc9ie Unit l~OlOlO'. or. do~se~,,~ f~. Wolf L~'e Out"~t. ORAINAa~ I\~~.··l," mi'. PEIUOC or !\&cOKD. ,·(.\"~"b,,.~ a,s to s .. !>~" .. l>"" UH. GAGr£.··t4ae<l,·"tJ>IJ<l ~"c"rd"'r, ""","eU"" Ilf 1l"11" U 1,070 hot, flf<:oZl t"Sl,,;?~phl.e _p. ~~KS.··No "~ti~~,,6 ~~ily ~'.eh~f~~'. ~0e~,,¢. ~O~~, COOl!'l!AA'l'ION. --SUtl!l of 1\1 .. 1<". O~!l"nffi .. "t of ""_",,it I' ,m€! R"l<l.eMl /i;H"t~~. !X~EM~S fO~ CU~R~ YEAR.··K~~i~~ 6t~ch~~OQ du~i"g ~ri~~ OCt@bQ" .5, i~" tQ ~0pt~~&. lS9 •• 56 ftlfS, O~t, 25, gS{l0 h"il!lI~. ~.2;; ft; mini.,..,. l.! h'l~ !','.JJ •• 1. UU. TOTIIL I!~ MAlI MIl, kC-n: CFSIl n~. !)1SCi!MCi~. C',J1UC i'r!;!'l' i"llil ;~CO!®, WATI!lIl YEAA CC'ro&~ U~. TO l!lt~'l'1lI!B&:1< U% O~ILY N~ V~iS 5H is .• 3i 12 1140 11.7 1l.0'1 D!>C 13 13 12 U U 1.1 lC ~.~ g.l B.' ~. 7 ~. :< 7.2 '1, ~ ";,0 19~.1 !,L6 2l 6.6 790 " I;) 9.03 1Q §.6 ~ .2 8.3 g .~ 7.S 7.6 7 .• G. i 6.3 S. t :l7L ~ l2.a ;;~ S.9 151 i. os D,H 13 1. 11 11 10 le7.2 S,~O l.S .,1 S7C ., ()~ S. ~l i!M S,{ a.l 7.1 <I. ~ 6.' 4.~ ~.2 5.~ .. ~ a.G 1~ 11 U 2. a~ ~~ 21 a H 15 H 13 12 12 11 11 10 ~.~ ~," ~.O 8.6 312.1. ll.O 2~ s.~ na 1.32 s.~~ :1<1.. 3; Hl.' :n l.f U7 AA1f :n 10 n )is u U 1.3 U 12 U U H 1.1 10 U) ~.~ ~.l 0. , @.$ e.2 1.8 H7.·' H.~ n 1,~ nil ~, g~ 1.BlI 1 1.1 §., lLl ~.O 5.7 S. g ~.O a~~.l t.H H S.7 ~1I~ ~.~, S.SG •. 0 loS L~ L~ l.~ I.e U@.O ~.lJ ~.1 1.~ ;.",~ l,52 •. 90 .. ~ ~.3 S.i a,1) i.' 3. ~ l~ n ~o ~.~ ~.l e."1 .l ~.n .511. ~ §.lS n L~ 31\6 3.U l.U lC2.S le.l u S.'S: 6(l~ ~.n 6.U ALASK.A. 83 ~flt:>lll .• -LI!i'. ~~3l'S'!.·. tOOlf 1:'1:1,";0,''1>''", .... 1!E',S I4Mt/s 1fr.:1./& 1/2<l<O\.:U. "f.1:I !:,', 6~ 11: .. 11'J<1lfol~l.e '!Satt 19111011l •• ",n 1'"1"",,, ... 2: 111",1_ Illlenll.. il\ 'l."'''I1~';'t'l i)IIfCi .. "d ~"'''''Ii!r.. 0(1 Chili .i.fllt I:>iIn~. 7011 ",,,,,,,cat tlll!i!lll fl"Ofil. I>bH t.&itllii OUtl~t. ~.~ ~Ll@~ &~Y® ~t" ~fld l.7 2l1~& ~or~h®g=t ~r Mollk~ . .oMX~1in!: A~.~~3..U m", pprOi:l IW rm::oRD,~.gei':t:l~ U:}§ to $<:lpUljl'~)<iOg-Ui/L !l,/!:IIIAR!W.~o~ .. _i'.J.llilOt"'~ dIlUy iU!h'!hu"ln", n" .. ~ fCOO. eoo~ul'm.~~ $t.l!i1:'iI Illf AlllliIl::.l!. ~E'c..mIi!!1:, @~ CImIIIl\.!Dley &1112 1I"'§I!@Ml AJ:fdn. ~ lOll! ~1IUIi.W!:' Y§;M.--l'!il .. t""", &_lM,£><!<o €Wll'i!1!1 ~f'l ... <! a",e .. bc .. 1, l!l!'1 co Si'!'l)tWolMr ~O, Hlll17. U n:'I>:) , &.1;>.&". l~. t~9~ ~e1ah~. ~.l1 ti'.f ~ni~ 2.1 !t'/~ J~~. ~ ~ad S 1~97. ~ U :1.2 U U 13 U U '11!1 23 :12 U 11 as 'n .n 11 U 10 10 10 U 1'1. 15 15 U tl U :u 11. 10 9 . .11 !j,l 11.7 tI,) 1.~ :J1'$ 2.e 2.11 3.~ 1.3 :<.4 2.'1 2.' 2.4 '.0 "',6 ~ 10 1lI Hl 11) I.t U 11 10 ttl '.1 ~.1 l.Q l§ U t!I 1.9 1"1 16 115 1lI 20 l!I 1'; 'is H !WI tl U U 11 10 10 ~.;:; g,::! B.~ IL!i ~ $U ;:Uf>.~ Ut).1 In.6 3'1'3.7 :165.'" ~ 11.D to.t ~.41 5.79 13.3 a.Si iWI: :Ii U S • .a 51.9 20 :u ~1~ iJ 7.~ l.t l.l ~.1 ~.D I\C-f'r 11)50 IiS1 J''i JU 141. $27 ~ 10,4 i." 3.31 J.S) S.l~ S.2l IN. U.1l1 7 .~:i ~.lil 4.0' &.~e lUll APR 9.0 l~ 1.3 '!.l 1.2 12 U 11 II U :ll.O5.0 19. r (6 !LQ nUl 11..$ 12.82 Hill H.e ~~ lSi j.520 1.5.1 :!.1.~2 Iii'm~U',!TCi 0&' ~n:,r ~ DAfA roil Wl'l't1l YK;Afll'l u,r -In., N~ l'.~ 1S.1 '.'l 9.0~ 11.' 10.3 Dr WA'1.'F.lI lfE.ll.1I IlOYj 1t,II 18.C ~ l~.Q 1'.2 12.8 12.& 1J.J 12.0 {WYJ 1997 19~' 11l,i 199$ 1~D1 1!9€ MIM 17.11 , ltl.' 11.41 !L n 9.9C II.Se \W1'} 19~'1 :l.~!l7 un 199, U!l6 \\In ~f~:un:l~ JIMIIJAl, 'roTAL J\Al'O'A& ~ I!.!:I~~~ toIJe~~ !WW KLGM!iT ~11 a~ ~B1W.ltY ~ A!iIIJItlA& j!;P91-.M1t 1!U:~I§,iU.li! I~$' 1'l!'&l1: l'IUlW :tNi~ 'El'dl: ~~ INS't&Y~ W" !'toW ~IU. I<~F {M:-W1'1 A~I. fltl!I!I::WF {crsMl ~lIL Rtm'OFE {Dl"CHIroI It! 1'J!;~'J: UC.£E.tIS :5 0 ii'ERC'SN't IiXCilroS Ill! I'!i:!l~ uams 71l() :i.!l~ U.S7 lli ~.~ "'.1 1ll.' 2 ... 8 un 19111 10,1 1l.2 1!IU UH ~R lS,7 ~TER ~~ 4111$.0 :n.lo U 2.3 J.S S;l 5.J\ a 2.2 \M~O 1.9'.1 J.\l8.S~ 24 11 5.11 Atilt'" :!~ Jail ~ J';w. 1 !I.~ 26 P-C>I' ~, J&n ~ nG.5 H.2 ~, '.'!> Iln ILl;;!) ll.~~ 12.2 1'.2 au 6.1.4 U~6 JUt. !I.1 ~.t! 11.7 e.:! 7.~ 11 II .. .... 12 11 11 U :to ".7 ~.l fl., 1i.4' !l.SO 1311'1 4,1.'1 \~'j)~ U.l U.l t).1 SO 1.2 1.4 ()J S.3l 1.:t !I!>OfJ '1,!I!il H!8.iIl n 10 S •• 10 U 10 III g" ~,1 <1tiQ.O '11..3' U 4.a 516 S.U :s.~O 5."1"1 !l.U 19!11 S,U U!I{; S£P '.ll 8 .. 2 111 1;: :u u "l U II 1) lO '.6 ',1 l~ U l!I ~'I 40 41 :17 )l, .llli 2~ l!.I U '~8.~ le.' U a l lUO U.J U.S 1~!il1 1(1.1 Ul'l~ :UH!1 In'l Oct 2S 1905- Aw 7 191' Ai.!I,;! 2 Ulli Ai": 211 ~Ul ~~, U" Au;; '1 1,'lI~' el lt1 :;iJ -4 g;) Xl 3 :,.' : I ! t ~ . . I _.::::::..J~~~~~~LI--I~"""'" >_~" ____ .~_. ___ .. -.JVl-.~~ ~ _ .. __ '11 ~1..~ ... ...::...;;~"'~-~-.... ~ '.1 ............. -~ .:l ," 0 ,9 10 IF'O J::J 2.>~ 10 r-t _J..:::::.()--+--.....,;;.,.,.-.J..:::l..!..:...L...-I-.. __ ~._~ _ ...... If' .. ." .". ........... -'--..:.. i .~-.. --+--.. -+-... --- . I I .- V) <.D O'· I " FROM: ~07 626 3210 1,t)CA'nON ~ DATE: I?ARTY: ST.\FF RDC: WA'f T~MP: I 0 I I Di.~t.@,!l~e :f; f~et Wi·Uh ~ fl)et i1f<)th ~ inche$ VeLocity;;; fps Ar~a'[; fti2 ni~ fg(;:;: cts ID 7~826-3210 ., 12.- f7 8'1 ! (g 7 5 ~ 5 TO: 350 3B5 5177 AUG 1 6 Ii ~ I, ! g 1,00 Z,O f ' f.j Z, ~,> 1,/7 I, ~ ( '~'7 : , :t$ ::; 3.0 ,,5' 2. .tta ! . ~ .50 ., " 4" PAllE: 5 13: No.013 P,QS I, ~!S j • "Gs- t, f,3 1,10 ;J.'~ 2.10 , t 3 I ' 7t.f I ., « \ . ~o I, ,,3e a:-~T5:;i'."~ iJ(,G50 '1t>{Pll.-(: A~&T FL~ HEASUR~N~ LOCATION: .DA'fJ;g 'UifY: SiflAPP !tVC ~ __ ~~~ ___ _ ~AfER TEMP: __ ~~..;::::..,_~-~ DISTANCE WIDfa: .2 ;, t.; 5 ~ 7 ~ cy , Distanc@ :;; feet Width :: feet Depth BiI inches V@lo<3ity ~ fp$ Al"ea'~ ft/2 Dis~hargel :; efs I DEPTH VELOCITY f 7 G. I , . ~ I 1> i . 4 I. t{ I LJ t. 1'-1 L 3 ~z. 1.2.,. 12.. . 3 .~ MEA OISCl!ARGE 2.8{, l. '1, f, 51 /. '1 i.So I. G, S ,,75 Ii 65 I .,7 J. 40 1.17 L S'l. f ,00 L 20. , ( 00 .. ~O @ 7S' -- 10, l:l1 Tetf'AL c' LOCA'r 1 O~ ~ ~';":"~~FF=~-~ DAIfE; gsAR~ : ~TAF!' ROO: 'WATER TEMP: :2 :3 4 5 G 7 t I I .ci$t;,~:e:ie<i ;;;; f®l@t ~idt.h l!li fw@t D@pth ~ in~l.MH§ V~le©ity :i: h:ia' ltr@ii'i!'J ft/2 ~char~@ ;;;: €:f~ I~ 3, 7 I ~ ~ l'l ! . "1 I S I~ ,Y ! 4 ruUtA D! 05 L 0 L 33 ~I~ I • ~ 3.1~ L 42. ' ,Q " 1 L ~3 w ~ I , ~ 4~ L!7 i 2. Tf)1 ... L c~s '":" till; 00-28-1996 08:49AM FROM F!P&T-G, Mickelson, Msr AP&T FLOW MEASYR!MEN~ lAOCA"IO~ : JJA'l'E: PDn: S'rAFP RDG: _«!IiOS:: WA'rltR TEMP: DISTANCE NIOTH J 2. 3 if 5 (; ~ cr I Dii$tfi,neo ~ :t$@t N1dth :: f@~t Depth ~ inch •• Velocity ~ fh,)1lt A&::,4ia··1!.1 ftJ2 :01seharg~ = ef~ I S~w~l<S DEPTH VELOCITY Z I ~ '6 ~ 15 I, I, 17 II ~ ! 2. " 13 /. ~ 12-3 5 l . .' · 4 TO '. ; ? ARE~ o ISCl'l:A.."'tGE • f 7 ., I .(,;,7 « 5 'i I :IS-le 3S ld .70 l . Ii 5~. (.~~ . so I, "1 Z.O \, (,00 2.30 f' .. \ . "I, ~(P7 '" ~33 TctTAL .(, ,~AIG / / LOCA'!'I ON : DATE: I?~.RTY: STAFF ROO: t>H\"!'ER Tl€MF: IHpTA]'C! ! ~ ~ :3 I u ., I 5 t, '! ~ 7 7> , 10 1/ Di~tt.!,nc~ ::: f'$tl\t dth II!l fe'!!t t'ept:h '" inchu 'iJ@locit;; ., fps Ar~a '" ft/2 Di .:icluu:ge i!:! :::.s ID:907~S26-3210 ~ O!PTM 10 10 -, :; I I f 13 3 ~ SEt' L, ~~ 8 • " ., .5t .52, ~, (f {i t. , . ' h ~ .~3 b i ~ I, tS ", L3~ ~ , i. ~ • s " " e !(S 'e> & , '-. ~. 0 • ~t!. , ~ :2 o~ .2'0 I I lies J 03 I ~, .-:----j' If)~al "7 ~T.<\t e •• '~'~'."''o '. • / 11:31 lYge ~ ~ CRRIG I FROM: 907 826 3210 1_ D 907-926~3210 TQ: 360 385 5117 PAGE: 2 SE 2'96 10:06 No.003 P.02 AP&T FLOW MEASUREMENT LOCATION: 3@.,.'" ~£<,$ 1V'ZIii'.t. !~ DA'E: PARTY: STAFF ROO: WATER TEMP: D!STANC£ I~!OTH DEPTH I 2 15 L 1.25 2.00 I I ~.~ . '1 ,.t;:;L 3 1'1 2.7 ldf 3,; (I 5 I " 3, f ,50 4 :~o (0 :22 2.7 /' ~r~ t(.", :l' 3, S" L'Z '.72 -, t ~ 3. '" /.'7 ~&2i ~ l I ,7 ~'t 2,&'2. 'i L;2. 2.'1 l.cO ;2,4 I (;) 1 ! II ;20 I .'7 2.otf. ::::;:::~ • tj .1 . ~:; ,2 I 0 13 t1 .Lf 33 • J . .;~:::~:; • ...---'37 .. ~3 .1'CP'1I'1'= Cf::S Distanc~ :: f~ut dt.h ~ f@et Depth lI!I inches Velocity ~ £ps Area':::; H./2 Diaehl,rge II:: cia , • ,I, 181;;1li : !\UM, 'CR~ I G LOCATION: DATE: PARTY: STAFF RDO: WATER TEMP! I~! !:lTH r :2 3 4 . , ~ "I 7) 1 I 0 I I Di~t~nce ~ f~!t Width ::l f'!~t D~pth " in~h~i velocity:;: firs A~~Hl·~ ft/'). ~Ghinrge <i :;:~ I !$iJl IJilJ J;.!IU 7 10 I l I G P'i t, 7 1 0 ;1, r J~ 2,;1 i 7 :1, leg ;1, ! ?;; if, I f;l '3, Gl 10 3. II r, ~ l.~ t u; JI.iU JIH,l b I j i !'AIJt.;:;$ SEP 1 16:21 .005 P,03 Aft!:A " ,2 [ , f L~~ .~3 ( ~ 7 t e '3 ;l, ~ ~ € ; t{ '3 ~ i I I , 1b ~a ~2 1,50 '3.15 1,0>0 3,0 .i)3 ~.& ~q2 ~ ~ 47 &:7 07 ( , • I-=---=-. ;;t ~. ,,-5 7@"rAl L C ':4 Hies FROM: 1;;07 826 3210 TO: 360 386 6177 PAGE: 2 CRAIG I~ Q07-826-10 ?~i96 13:56 No,OlO P,Q2 LOCATION: 4..JiIO&. t= 0: /t.s. • .(; i<., 8-.-rr ~@#LttS DAT~ : ,," ~ P 7"" , t; PARTY: fY&:. ~ W'""""'V IU)G! ~ATER TEMP~ _..:..:...~~~C-:::;;:;.,. __ -- STANC! WID,,!:!!' DEPTH VEtcC AREA SCH~?'GE , II f$; 10@J~ If 73 2 t I I, " i§ ~3 ;J, I ~ ~ q :1.1 iii ~ L( [ J 2, S" L;;iS $~I 3 5 I .;11 ' "I " 4.2 0 t 21 ~ 1.75 4 1 I I~ til' L~ S.;z, ~ I 14 t(62 hi? l(" ~ I , I 17 ,l.:l 1·42-3d 2. 1 0 , ~~ I I ~ Of) 3~ It> I ! 10 ;t , ~, ,! ? q I'). I &3 (;~7 ::;:;:;:1 ~ i O~ €FS i@7td..- Di$tan.ee ::;: feet t>tidth :;:: feet Depth ~ . l.. lne .. es 1 ty !; fps Area'~ ft/'2 }:~:0 Discharge :;r: e!~ !LOCATION! Oi\'ff: PARTY: 1!)'flU'F' ROG: Wh'l''::R TEMP: J)IST.~NC! I 2 3 I I I 5 l' I ~ ! '7 II Ii ! 1> I ~ I , i ! 10 U 12- Distlince :! \" i \!~ tea'; ~idth :0: fe~t L;<!!!pth -1 £! v@looity ~ f~$ A~~H& . = ft/2 Oischarg~ ;;: P'~~ ~~~ I ~826-3210 I~ .;;;ll I let f, 2~ !~ i~ I t{ J I ["Aut: ;:; OCT 0 6 15:19 .Cll:! p, ;l, i Ll~ ~., J,,3 il~' ~,4~ 2. ~ ...• v L!t 3,3' :2 7 ~ c rt t ,51& 4.2,7 3, '1 L'i2 7 I 3 ~ . .-e ""0 c ,~ ~1() 4,j, ~ toe ~ L~ 4, 'I 2,,;4 f, 50 ~, 3t> .2 I, ,7 ,5 ",2, 2.2 t c3 €,7 (:) &iO.2.'S 'fIAt. r!.':. FLOW MtASUREMENT LOCATIOi:f: WOl f DATE: PARTY: STA.rr RDO: WATER TEM,};;!! IHS,!,ANC! ~.J! 'DT!! DEPTH VELOCITY ARE'. , t-I!Ci!ARGt I . I ,'2. /. S I.@O 1 1,50 :l 13 I. 'I " tit 1,51 :3 , 2. I i I ~ 81 13 ;1."-I.(J~ ;?.)~ :5 I 12 .2, I 'I t3D ;J.I D " ~ 'I . 5 I .70 l I " 4.~ .p L 33 ~ ,~ 3.1 II 5.70 1 I~ a, .2 t·5° i.f."" I (;< ( , ;l.' .so L'f ~ I J 7 3.' e5<1 ;(. ~" ~ pm wfD""\ ~:.:.::; a~,'1' '7@§AL C'f5 :;;;;;~~; Oi!tanc~ .!IIi fett: width : rfl@t Depth :g inc:n®! Velocity Illi fp$ Area': ft/2 .;.;::::< Discharge =: t;:3 ". LOCATION: P 1'.R 'l'Y : STAF~" F{DO WAT!R 'fEME': 2 3 ~ Distance ~ rei;t Widt.h ~ f®®e th 1fi ;inch~;s Valoclty ~ fps Ar~a g ft/2 Diseln,rqe g ::::;1 10: got e26 32iO 6=3210 j(J 11 et.a al I' TO: 350 3~5 ~111 PAGE: 3 OCT 171 13: No,Q12 P,03 !:;OCU'Y I. '1 2,' .t3 ;l,,,~ ~.5 e ~ '1 ~q3~ 3.1 l~ 1~ €!, 'tf ~d, . . ' 3, t, "1 !;,2S " It so S 'as FA¥LG\;;; ! ¢ l.' 3 C F ') T&JTAb , ~::~~l FRC~: 901 B26 32H) TO: MO 3l1a 6117 :907-826=3210 J P97 t l AP&T rLOW MEASUft~£NT LOCAlfION! f'Af!: PMTY: stAFF ROO: -WATER 'rEM': D!STA~C! I 3 ~~! OTt! Dil tan~$ $ flut ~idt.h l!I f~~t fJ~pth = inc;hes veloeity i'il fPi Area·~ ft./2 Oischarl/1B ::ll c:s O£,PTH I" j~ 14 VELCCITY ARE.\ LS 10 ~'!I 1.'1 I . 0 ~2. ,. 5~ FAGe: 2 15:20 No.OOS P,02 2. i () ~~ ~1lU)!'~ 4,2 0 'TfJ;t!4,L f. FJ o;~e 1997 ~ CRRIG FFlCM: LOCATION: CATE: fo'\RTY: STAFF RDG: WAT!R TEMP: Q07 826 3210 7-926=3210 ~1'ANC:; { JiiP~ f t O!.?t:'Y''i8 -.<¥-~4)4> ., A 3 ~ S ~ 7 I I o l!}tillt;® ::; f~e~ ~ dth ;g ftHllt ttepth l< ifieh~~ v®locit:1 III flf$ Area·!:': ft/'2 Discluu;'<;1e 'J1, ;::3 ~ i , , S 0 t 7 5 ! V'ELCC!TY I mx~ ;t.O t tl7 ! I .~ tj L 't I · ;! .. I ' ~ G 4 , ~~:i:A , ;;.:! C!!~~~~O! i i r ~ = b 7:5 I LSO I .75 0S~ ! ,,~ @li ; ~ I &~3 r g ! ~ .51 (} 10 ~ if 2, @~o It 17 q () 7 ~= &Ie 73 ~:4a lS97 FROM: 907 826 3210 _ CRRIG I 07-826-3210 TO: 360 385 5117 JRN 97 AP&T fLOi'i M!ASOREMEN'!' LOCATION: ~'@ L eJlA."1" e'I DATE: PARTY: = &r:; S STAFf lDG: N A. "'" "AT:!rt 'tEMP: =:1. C; @ s;: : =: OISTANC! to; iOTH I \ :2 t 3 I 't t 5 ~ 7 ~ Distanc@ ~ feet ~U.dtb l!l f$et ~epth ~ lnch@! V@lo<!1ty ~ fa-li Aroa·gg ft/2. Oischi!r~e ~ :~ O£~T!! % 7 .3 13 & I ; 1"1 5 .- VELCCr't'Y G~ I I f i. 'i l. 3 I I 3 L .3 I t 0 I ~ i Aft!! @67 ~&:; ~ (?25 I ~o~ .,'7 " ,2.. I , 17 .,4Z rAy!:;: J 9:06 No.003 P.03 i !:~ £ SC::ARG! i 0 '" '3'( ~~tt ~~S f f 40 Q 17 I. ;)0 l e ( 7 e ~ ~._ a. 43 ,FS .' ~ 1 Q97 IG LOCAfION~ tH\TE; f:t,l~TY i S'1~At'F RDO i WATER TEMP; A :3 [') stat1<,;;e ;:;; f~@i,; ~ dth g; fl!!)@t n@pth ::-; inch@! v@locity ~ f~s Area ::: ft/~ lJi~eharge :::; :::::.;; Sil07 826 3210 ~a26~32iO DEPT~ Ie> 1 TO; 36Q 385 ~177 JAN 17~ VELCCITY Lt. 4, 11 1 .'i " 2. I. ~ e q 2. Z e 4, I 0 { Q () l ~'7 ,,~~~ 7D ~ (;;f . ' ~ fUo7~: 7~1d. :A.J' f2.o~'4y ~ ....... '""e 4? Ii! F Rt>~ 'Ttl ~. f: ;ft J$' 4: "" g./~S ~ "'r~;) . , ':;::~' :::::::;;' ~ 997 FROM: /!,-9'1 0'1~23A ;"PST F~CW M!:~S\J~;:M::N'!' ~J;,,,,; I ",'II~ 4: !,OC.:~:nON : ~ArE: ~~lIo'7 r ~;!i;;; ; "fih-~!.>.J /'oJ/A !~;'Qf! Rt'~~ ~A'!'~~ 'f't"yt: ' ,&-0 " G 117j""'~ .. - c'! :TAN'::: If I O'!'~ I :2 '3 } 4 I 5 ( ~ .., G " 0'\;"''''''''''''''' ~ ~&Gil!' w.,." iD rt.o. ~aGl"" "'''0 b~ I If ~ 17 13 I~ ~ 1 0 6." 7'«"1 . 0 VElOCITY A'U:~. g)E!CMA~4Gt /. ~ If 011 • I. ''1 2,~ I, G 7 I 3,J) 4 3,0 Q' 7 t2,OI • , :;',0 1,4 2 I ).~~ I ! , /, ~~ I "' 7 2. 0 I, o~ I :1, If, 05'1 .~ ~" 7 I .S q ~.3 • 42 13, ~ 2 (; F S o.:~tlti::'~! ~ tl~'.:: ~icit!:. ~ : '!t D@!,:lth (il in~:'e! 1./4't!.© :':j ~ :;;;:<: fi.:ea g ft/2 Oi$ h~:-;f< ::;:.s 16:18 H191 FROM: S-97 01 ~ l'1P • s::}.:: R.~~ ~ .... 'C'-::: 'f''I:''ve' Q<OI:;It~'I:l t!) __ ~~<!i) ij- . I I ( S I . Distlne. ~ fAt:t '-'1i..l'" ~ ~ ::," ... 0..'1' -",.....,.Ftai..., <6 01Z-~ Deeth :g int::.~! v~locit1 :: fg~ lS.rel!!. ~ f t/:'i Oischar;e :: ::! t:1:::~~ I VELOClf".::' ~ r lIP ~ • ! 1'-/ ,.2 14 J,e; )0 3.3 I~ (;.2, . . i 1.9.£1-. o 1 ~CHAI.Gf= I 1.33 i ,,'7 i I ! I. 17 I 2,57 I I ~ ! 1 I 3, :S, I {,' 7 I 5. 1 I. ~3 ;t ~:; sr ~ is ~ 07 ~ Operational Model Estimate of Output Wolf Lake FERC 11 £n~clo:5ed is a six~page tabulation of dally mean li'lft'ilJlF~ 1995 to 1996 and 1996 to 1991 and caIcldadons of ~1l'i!~1I'@V output baled upon the daily mean The During water year 95 to the would have produced 6 6 581,017 kwh based upon the daily mean flows. in 96 to 91 the n!l"I!'EII~~i"i' would have produced 7~5536014 kWh" Theile QiICUI,~t!~;)n$ are ba!ed up@~ a turbine capacity of 20 as or a project capacity of 1 energy output cal,culate!d upon annual mean flows is 6",90JI' 130 and 8 ... 31 kWh indicating and 90/0 reduction in energy potential for the when output is calculated using daimy mean flows. appears that flows in the 95 to 96 water year was dryer than Bftll1'll'B:~~ Wl!'!![r:f.~f' than normaI during the 9' to 97 water year. project normany would produce about 1 ... 061p 015 kWh ::~:;;:~ Page 1 Estimate of power output Woif Lake using daily mean readings 6581017 7553014 Ave Annual Generation @ KwHr 7,067,015 '95to96 96 to 97 turbine capacity of Cfs 20 Outp!Jt Kw Output Kw ::::~:::! @msx 1,441 @max 1,441 Daily Mean Flows @min 86@min 166 Wolf lake Gage USGS No. @avg 749 @slfg 862 95 to 96 96 to 97 Ave. Kw~Hr Kw-Hr Oct 1 Est 11 13 13 18,921 788 22.475 936 2 Est 11 12 11 18,921 788 20,74£ 864 3 Est 11 12 11 18,921 758 20,74£ 864 4 Est 11 13 12 18,921 788 22,475 936 5 Est 11 13 12 1£1,921 788 22,475 936 6 Est 11 14 12 Hl,921 788 24,203 1,008 7 Est 11 16 '13 18.921 788 27,661 1,153 8 Est 11 19 15 18,921 788 32,847 1,369 9 Est 11 23 17 18,921 788 34,576 1,441 10 Est 11 22 16 18,921 788 34,576 1,441 11 Est 11 19 15 18,921 788 32,847 1,369 12 Est 11 17 14 18,921 788 29,390 1,225 13 Est 11 25 i8 18,921 788 34,576 1,441 14 Est 11 25 18 18,921 788 34,576 1,441 15 Est 11 22 16 H3.{~21 788 34,576 1,441 16 Est 11 20 15 18,921 788 34,576 1,441 17 Est 11 17 14 18,921 788 29,390 1,225 ,:::;:i:j 18 Est 11 16 13 18,921 788 27,661 1,153 19 Est 1 14 12 18,921 788 24,203 1,008 20 Est 11 14 12 18,921 788 24,203 1,008 21 Est 11 19 i5 HMl21 788 32,847 1,369 22 Est 11 20 15 18,921 788 34,576 1,441 23 Est 11 19 15 18,921 788 32,847 1,369 24 Est 11 17 14 18,921 788 29,390 1,225 25 50 16 33 34,576 1,441 27,661 1.153 26 47 15 31 34,576 1,441 25,932 1,081 27 45 16 30.5 34,576 1,441 27,661 1,153 28 29 18 23.5 34,576 1,441 31,119 1,297 29 22 16 19 34,576 1,441 27,661 1,153 30 18 14 16 31,119 24,203 1,008 31 16 13 14.5 27,661 1 22,475 936 Nov 1 14 13 13.5 24,203 1,008 22,475 936 2 13 12 12.5 22,475 936 20,746 864 3 14 12 13 24,203 1,008 20,746 864 4 18 11 14.5 31,119 1,297 19,017 792 5 19 11 15 32,847 1,369 19,017 792 6 18 11 14.5 31,1Hl 1,291 19,017 192 7 16 11 13.5 27,661 1,153 19,017 792 8 15 10 12.5 25,932 1,081 17,288 720 9 14 10 12 24,203 1,008 17,288 720 10 13 20 16.5 22,475 936 34,576 1,441 11 12 12 12 20,746 864 20,746 864 12 12 14 13 20,746 864 24,203 1,008 13 12 15 13.5 20,746 864 25,932 1,061 14 12 15 13.5 20,746 864 25,932 1,081 15 13 14 13.5 22,475 936 24,203 1,008 16 23 13 ill 34,576 1,441 22,475 936 17 33 12 22.5 34,576 1,441 20,746 864 18 27 12 19.5 34,516 1,441 20,146 864 19 22 11 16.5 34,576 1,441 19,017 792 20 22 10 16 34,576 1,441 17.288 720 21 20 9.8 14.9 34,576 1,441 16,942 706 :::~~:. 22 23 9.2 16.1 34,576 1,441 15,905 653 23 25 8.7 16.85 34,575 1,441 15,041 627 24 34 8.3 21.15 34,576 1,441 14,34g 598 25 37 7.9 22,45 34,576 1,441 13,658 569 26 26 7.5 HL75 34,576 1,441 12,966 540 27 21 8.9 14.95 34.576 ,441 15,386 641 28 i8 9.6 13.8 31,119 ,297 16.597 692 29 16 9.7 12.85 27,661 1,153 16,769 699 30 14 9.7 11.85 24,203 1,008 16,769 699 DEC 1 13 9.4 11.2 22,475 936 16,251 671 :2 13 9 11 22,475 936 15.559 648 Page 2 3 12 8.7 10.35 20,746 864 15,041 627 4 12 9.1 10.55 20,746 864 15,732 656 5 11 9.4 10.2 19,Q17 792 16,251 677 6 11 9.2 HU 19,017 192 15,905 653 7 10 B.9 9.45 17,288 720 Hi,336 641 8 9.8 B.5 9.15 16,942 706 14.695 Bi2 9 9.3 8.1 8.7 16,078 670 14,003 583 10 8.9 7.9 11.4 15,386 641 13,658 569 11 8.7 7.5 3. i 15.041 627 12,966 540 12 8.2 7.1 7.65 14,176 591 12,275 Sit 13 7.8 15.8 7.3 13,485 562 11,756 490 14 7.4 6.6 7 12,793 533 11,410 475 15 7 6.4 6.7 12,102 504 11,064 461 16 6.6 (5 6.S 11,410 475 10,373 432 17 6.7 5.7 6.2 11,583 483 9,854 411 i8 7.7 5.6 6.65 13,312 555 9,681 403 19 10 5.8 7.9 17,286 720 10,027 418 20 12 5.9 8.95 20,746 864 10,200 425 21 14-5.7 9.85 24,203 1,008 9,854 411 22 14 5.4 9.7 24.203 1.008 9,336 389 23 15 5.2 10.1 25,932 1.081 8,990 375 24 17 4.9 10.95 29,390 1,225 8,471 353 25 20 4.5 12.25 34,576 1,441 7,780 324 26 21 4.3 12.65 34.576 1,441 7,434 310 27 21 4 12.5 34,576 1,441 6,915 288 28 20 3.7 11.85 34,576 1,441 6,397 267 29 23 3.4 13.2 34,576 1,441 5,878 245 30 22 3.1 12.55 34,576 1,441 5,359 223 31 19 2.9 10.95 32,847 1,369 5,014 209 Jan 1 17 2.8 !HI 29,390 1,225 4,841 202 2 17 2.6 9.B 29,390 1,225 4,495 187 3 15 2.4 8.7 25,932 1,081 4.149 173 4 14 2.3 8.15 24,203 1,008 3,976 166 5 13 2.4 7.7 2.2,475 936 4,149 173 6 12 2.7 7.35 20,746 884 4,668 194 7 12 2.6 1.3 20,746 864 4,495 HI7 a 12 2.4 7.2 20,746 864 4,149 173 9 12 3 7.5 20,746 864-5,166 216 HI 15 4.6 9.S 25,932 1,081 7,953 331 11 24 5.6 14.8 34,576 1,441 9,681 403 12 21 5.8 13.4 34,576 1,441 10,027 418 13 18 5.7 11.85 31,119 1,297 9,854 411 14 16 5.6 10.8 27,651 1,153 9,681 403 15 14 5.3 9.&5 24,203 1,008 9,163 382 16 13 5.1 9.05 22,475 935 8,817 367 17 12 5.5 8.15 20,746 864-9,508 396 18 12 8.2 10.1 20,746 864 14,176 591 19 11 9.2 10.1 19.,017 792 15,905 663 20 11 9.1 10.05 19,017 792 15,732 656 21 10 8.9 9.45 17,26S 720 15,386 641 22 9.6 8.5 9.QS 16,597 692 14,695 612 23 9.2 8.1 8.65 15,905 663 14,003 583 24 8.8 7.7 8.25 15,214 634 13,312 555 25 8.4 7.2 7.13 14,522 605 12,447 519 26 7.9 6.9 7.4 13,658 56:9 11,929 497 27 7.6 6.8 7.2 13,139 547 11,755 490 28 7.2 6.6 6.9 12,447 519 11,4Hl 475 29 6.7 7.1 6.9 11,563 483 12,275 511 30 6.3 8.9 7.6 10,892 454 15,386 541 31 5.9 9.9 7.9 10,200 425 17,115 713 FEB 1 5.6 10 7.8 9,681 403 H,288 720 2 5.2 10 7.6 8,900 375 17,288 720 3 4.9 10 7.45 8,471 353 17,288 720 4 4.7 10 7.35 8,125 339 17,288 720 5 6.9 9.9 8.4 11,929 497 17,115 713 6 8.9 10 9,45 15,386 641 17,2.88 720 7 9.3 11 10.15 16,076 670 19,017 792 8 9.7 10 9.85 16,769 699 17,288 720 9 9.6 10 9.8 16,597 692 17,288 720 10 9.3 9,7 9.5 16,078 670 16,769 699 11 9.1 9.4 9.25 15,732 655 16,251 677 12 9.4 8 8.7 16,251 677 13,831 576 13 11 8.7 9.85 19,017 792 15,041 627 ..... ~~ Page 3 14 11 9.1 10.05 19,017 792 15,732 655 15 11 10 10.5 19,017 792 17,288 720 16 12 15 13.5 20,746 864 25,932 1,081 17 '13 19 15 22,475 936 32,847 1,369 18 15 19 17 25,932 1,081 32,847 1,369 19 14 19 16.5 24,203 1,008 32,647 1,369 20 13 17 'i5 22,475 936 29,390 1,225 21 13 HI 14.5 22,475 936 27,661 ~, 153 22 12 18 15 20,746 864 31,119 1,297 23 11 19 15 19,017 792 32,847 1,369 24 11 20 15.5 19,017 792 34,576 1,441 25 10 19 14.5 17,288 720 32,847 1,369 26 10 17 13.5 17,288 720 29,390 1,225 27 9.6 15 12.3 16,597 692 25,932 1,081 28 9.2 14 1.6 15.905 663 24,203 1,008 29 8.8 8.8 15,214 634 Mar 1 8A 13 10.7 14.522 605 22,475 936 :2 8.1 12 10.05 14,003 563 20,746 864 3 7.7 11 9.35 13,312 555 19,017 792 4 7.3 11 9.15 12,620 526 19,017 792 5 6.9 10 8.45 11,929 497 17,288 720 6 6.6 10 S.3 11,410 475 17,288 720 7 6.2 9.6 7.9 10,719 447 16,597 692 :::§ 6 5.9 9.3 7.6 10,200 425 16,078 670 e 6.6 8.9 7.75 11.410 475 15,386 641 10 8.6 9.5 9.05 14,868 619 16,424 684 11 10 8.1 9.05 17,288 720 14,003 583 12 11 7.6 9.3 19,017 792 13,139 547 13 13 7.2 10.1 22,475 936 12,447 519 14 23 6.8 14.9 34,576 1,441 11.756 490 15 29 6.4 17.7 34,576 1,441 11,064 461 16 24 6.1 15.05 34,576 1,441 1(l,546 439 17 21 6 13.5 34,576 1,441 10,373 432 18 18 6 12 31,119 1,297 10,373 432 19 16 6.6 11.3 27,661 1,153 11,410 475 20 15 7.2 1 i.1 25,932 1,081 12,447 519 21 14 7.4 10.7 24,203 1,008 12,793 533 22 13 7.4 10.2 22,475 936 12,793 533 23 12 7.3 9.65 20,746 664 12,520 526 24 12 7.4 9.7 20.746 864 12,793 533 25 11 8.5 9.75 19,017 792 14,695 612 26 11 9.2 1111 19,017 792 15,905 663 27 10 9.3 9.65 H,288 720 16,078 670 28 9.8 9.6 9.7 Hi ,1M2 706 18,597 692 29 9.4 9.7 9.65 16,251 677 16,769 699 30 9 9.6 9.3 15,559 648 16.597 692 31 8.6 9.2 8.9 14,868 819 15.905 663 APR 1 8.3 9 8.65 14.,349 598 15,559 648 2 8 12 111 13.331 576 20,146 864 3 7.7 13 10.3.5 13,312 555 22,475 936 4 7.9 13 10.45 13,658 559 936 5 9 12 10.5 15.,5~9 648 20,746. 864 6 10 12 11 17,288 720 20,746 864 7 10 11 10.5 11,288 720 19,017 792 8 10 11 1Q,5 17,288 720 19,017 792 9 9,6 11 10,3 16,591 692 HI,Oi7 792 10 9.5 11 10.~5 16,.424 684 19,017 792 11 U 11 10.25 16,424 684 19,017 792 12 9.4 11 1(l2 16,251 577 19,017 792 13 9.3 11 10.15 16ma 670 19,017 792 14 9.2 11 10.1 15,905 663 19.017 792 15 9.8 13 11,4 1e,942 706 22,475 935 ::;~::;; 16 10 15 145 11~2B& 720 25,932 1,081 17 11 19 15 19,tl17 792 32,847 1,369 18 11 18 14,$ 19,017 792 31,119 1,297 19 11 17 14 19,017 792 29,390 1,225 20 11 16 13.5 19,017 792 27,661 1,153 21 10 21 15.5 17,288 720 34,576 1,441 22 10 26 18 17.288 720 34,576 1,441 23 11 27 19 19,017 792 34<576 1,441 24 11 29 20 19,017 792 34,576 1,441 :-:::':;::J 25 11 33 22 19,017 792 34,576 1,441 26 12 46 29 20,746 864 34,576 1,441 Page 4 27 12 43 27.S 20,746 864 34,576 1.441 28 12 31 21.5 20,746 864 34,576 1,441 29 18 29 23.5 31,119 1,297 34.576 1,441 30 23 25 24-34,576 1,441 34,576 1441 May 1 21 21 21 34,576 1.441 34,576 1,441 2 18 20 19 31,119 1.297 34,576 1,441 ;:;~::;; 3 i7 19 18 29,390 1,225 32,847 1,369 4 15 19 17 25,932 1,081 32,847 1,369 5 14 20 17 24,203 1,008 34.576 1,441 6 14 22 f8 24,203 1,008 34,576 1,441 7 13 25 19 22,475 936 34,576 1,441 8 12 28 20 20,746 864 34,576 1,441 9 12 27 19.5 20,746 864 34,576 1,441 10 11 29 20 19,017 792 34,576 1,441 11 11 33 22 19,017 792 34,576 1,441 12 11 42 25.5 19,017 792 34,576 1,441 13 11 42 26.5 19,017 792 34,576 1,441 14 10 38 24 17,288 720 34,576 1,441 15 10 31 20.5 H,288 720 34,576 1.441 15 9.7 25 17.35 16,769 699 34,576 1,441 17 9.5 23 16.25 16,424 684 34,576 1,441 18 9.3 22 15.65 16,078 670 34,576 1,441 19 9.2 21 15.1 15,905 663 34,575 1,441 20 9.7 23 16.35 16,769 699 34,576 1,441 21 9.8 25 17.4 15,942 706 34,576 1,441 22 9.9 24 16.95 17,115 713 34,576 1,441 23 9.7 24 15.85 16,769 699 34.576 1,441 24 9.5 24 16.75 16,424 684 34,576 1,441 25 9.5 22 15.75 16,424 654 34,576 1.441 26 9.4 20 14.7 16.251 677 34,576 1,44'1 27 9.1 19 14.05 15,732 656 32,847 1.369 28 8.9 19 13.95 15,386 641 32,847 1,369 29 8.5 21 14.75 14,695 512 34,576 1,441 30 9.2 20 14.6 15,905 663 34,576 1,441 31 7.B 20 13.9 13,485 562 34,576 1,441 Jun 1 7.4 25 16.2 12,793 533 34,576 1.441 :2 7.1 21 14.05 12,275 511 34,576 1,441 3 5.8 23 14.9 11,755 490 34,576 1,441 4 6.9 23 14.95 11,929 497 34,576 1,441 5 6.8 21 13.9 11,756 490 34,576 1,441 6 6.9 30 H!.45 11,929 497 34,576 1,441 7 7.5 26 16.75 12,966 540 34,576 1,441 8 8.1 25 16.55 14,003 583 34,576 1,441 9 8.7 21 14.85 15,041 627 34,576 1,441 10 9.3 19 14.15 16,(J78 670 32,847 1,369 11 9.3 17 13.15 16,078 670 29,390 1,225 12 9.4 15 12.7 16,251 677 27,661 U53 13 1Q 15 12.5 17,286 720 25,932 1,081 14 10 14 12 17,288 720 24,203 1,008 i5 11 15 13 19,017 792 25,932 1,081 Hi 11 15 13 19,017 792 25,932 1,081 17 10 14 12 17,288 720 24,203 1,008 18 10 15 12.5 17,288 720 25,932 1,081 :;;'::':;:' 19 9.5 14 11.75 16,424 654 24,203 1,008 20 8.9 14 11.45 15,386 641 24,203 ~,OO8 21 8.4 13 10.7 14,522 605 22,475 936 22 7.9 12 9.95 13,658 569 20,745 864 23 7.5 12 9.75 12,966 540 20,146 8S4 24 7.1 11 9.05 12,275 511 19,017 792 25 6.7 11 8.85 11,583 483 19,017 792 26 6.3 11 B.65 10,892 454 19,017 792 27 6 11 6.5 10,373 432 19,017 792 ::~::;, 28 5.7 10 7.85 9,854 411 17,288 720 29 5.9 10 7.95 10,200 425 17,288 720 30 8 9.5 8.75 13,831 576 16,424 684 JUL 1 8.7 9.1 8.9 15,041 627 15,732 655 2 8.4 ~ S.7 14,522 605 i5,559 648 3 7.S 8.7 13.3 13,658 569 15,041 627 4 7.4 B.2 7.8 12,793 533 14,176 591 5 6.9 7.8 7.35 11,929 497 13,485 552 6 6.5 7.5 7 11,237 468 12.966 540 7 6.1 7.2 6.65 10,546 439 12,447 519 8 5.8 8.4 7.1 10,027 4~8 14.522 605 "'~~~ Page 5 9 5,4 B.6 7 9,336 389 14,868 619 10 5,1 8.2 6.65 8,817 367 14,176 591 11 5 7.8 6.4 8,644 360 13,485 562 12 4.7 7.5 6.1 8,125 339 12,966 540 13 4.4 7.4 5.9 7,607 317 12.793 533 14 4.1 7.3 5.7 7,088 295 12,620 526 15 3,7 6.9 5.3 6,397 267 11,929 497 16 3.4 6.6 5 5,878 245 11,410 475 17 3.2 6.2 4.7 5,532 231 10,719 447 18 2,9 8.4 5.65 5,014 209 14,522 605 19 2.8 9.1 5.95 4,841 202 15,732 656 20 2.7 9.2 5.95 4,668 194-15,905 663 21 2.6 11 6.6 4,495 187 19,017 792 22 2.5 11 6.75 4,322 180 19,017 792 23 2.4 11 6,7 4,149 173 19,01{ 192 24 2.2 12 1.1 3,603 158 20,746 864 25 2.1 11 6.55 3,631 151 19,017 792 26 2 11 0.5 3,458 144 19,017 792 27 1.9 11 6.45 3,285 137 19,017 792 28 1.8 10 5.9 3,112 130 17,288 720 29 1.8 9.7 5.75 3,112 130 16,769 699 30 1.8 9.3 5.55 3,112 130 16,078 670 31 1.8 9.7 5.75 3,112 130 16,769 699 AUG 1 1.7 11 6.35 2,939 122 H~,017 792 2 1.6 11 ttl 2,766 115 19,017 792 3 1.5 11 6.25 2,593 108 19,017 792 4 1.5 11 6.25 2,593 108 19,017 792 5 1.4 11 6.2 2,420 101 19,017 792 S 1.3 11 6.15 2,247 S4 19,017 792 7 1.2 10 5.6 2,075 86 17,288 720 8 1.2 9.9 5.55 2,075 86 17,115 713 9 1.8 9.4 5.6 3,112 130 16,251 577 10 2 8.8 5.4 3,458 144 15,214 634 11 2 8.2 5.1 3,458 144 14,176 591 12 2.9 7.7 5.3 5,014 209 13,312 555 13 3.9 7.2 5.55 6,742 281 1.2,447 519 14 3.8 6.8 5.3 6,569 274 11,756 490 15 4.1 6.3 5.2 7,OSS 295 10,892 454 16 4.4 5.9 5.15 7,507 317 10,200 425 17 4.2 5.5 4.85 7,26'1 303 9,508 396 18 5.4 5,1 5.25 9,336 389 8,817 367 19 8 4.8 6.4 13,831 576 8,298 346 20 7.9 4.4 6.15 13,658 569 7,607 317 21 e.9 4 6,45 15,386 641 6,915 288 22 10 4 7 17,288 720 6,915 288 23 11 6.2 8.6 19,017 792 10,719 447 24 10 9.1 9.55 17,288 720 15,732 656 25 9.8 11 10.4 16,942 700 19,017 792 25 9.3 10 !tS5 16,018 670 17,286 120 ::~;:::;: 27 8.7 11 9.85 15,041 627 19,017 792 28 8.2 10 9.1 14,176 591 17,288 720 29 7.7 10 8.85 13,312 555 17,281:1 720 30 7.3 9.6 8,45 12,620 526 16,597 692 i::::~:~ 31 6.8 9.1 7.95 11,756 490 15,732 656 Sept 1 6.5 8,5 7.5 11,237 468 14,695 612 :2 7.1 8.2 Hi5 12,275 511 14,176 591 3 7.6 10 8.8 13,139 547 17,288 720 4 7.3 12 9.65 12,620 526 20,746 864 i~8:j 5 6.9 13 9.95 11,929 497 22,475 936 6 6.5 13 9.75 11,237 468 22,475 936 7 6.1 13 9.55 10,546 439 22,475 936 8 5.8 13 9.4 10,027 41S 22,475 936 }:: 9 5,5 13 9.25 9,508 396 22,475 936 10 5,7 13 9,35 9,854 411 22,475 936 11 6.4 13 9.7 11,064 461 22,475 936 12 8.1 12 10.05 14,003 583 20,746 864 13 8.3 12 10.15 14,349 598 20,146 864 14 9 11 10 15,559 646 19,017 792 15 9 11 10 15,559 648 19,011 792 16 9.2 10 9.6 15,905 653 17,288 720 17 9,5 9,6 9,55 16,424 564 16,597 692 :;~:;:;:-18 12 9.1 10.55 20,746 864 15,732 656 19 12 14 13 20,746 864 24,203 1,008 .;.;::.:. 6 20 12 42 27 20,746 864 34,576 1,441 21 12 39 25"5 20,145 864 34,576 ~ ,441 22 12 27 19.5 20,746 864 34,576 1,441 23 11 40 25.5 19,017 792 34,576 i ,441 24 11 41 26 19,017 792 34,576 1,441 25 13 37 25 22,475 936 34,576 1,441 26 16 31 24.5 31,119 1,297 34,576 1,441 27 19 26 .22.5 32,847 1,369 34,576 1,441 28 17 23 20 29,390 1,225 34,576 1,441 29 15 19 17 25,932 1,081 32,847 1,369 30 14 16 15 24,203 1,008 27,661 1,153 Average 10.94 13.18 11.96 6,581,017 7,553,014 Maximum 50 46 33 Minimum 1.20 2.3 4.7 Energy based upon Annual Mean Flows 6,906,130 8,313,692 7,546,058 Energy based upon Daily Mean Flows 6,581,017 7,553,014 7,067,015 Difference 325,113 760,678 479,043 5% 9% 6% SUBSISTENCE SEASONAl RESPONSES HUNTING HUNnNG #1 NO YES #2 NO NO #3 NO NO NO NO #5 YES YES #6 YES #7 YES NO #8 NO #9 NO NO TOTALS SURVEY RESUL 1S ., HUNTING QUEST~ONNAiRE OCTOBER 1996 HOW 'VEMS lOCATION TYPE MANY? OCCURRED ON MAP ASH~NG? DEER 1 86-95 #35 NO ..Q-..o~ ..().. ..Q.. 4-..o~ 4 .,.0., ..0-...0-..0.., ~ DEER 1=3 920 96 #23&26 NO BEAR 1 sa #33 NO DEER 3IVR go..96 #22925021,34 DEER 15 #14&23 YES ..o~ .().. ..().. 1 "BEAR 1 BEAR 6mDEER 4C+ 1U2="';;,.'" HOW YEARS MANY? OCCURRED ..0., ~ ..().. .{)G ..()~ .(}. ..()., ..0.. ..().. .().. ..Q.. ..()~ " AlASKA POWER & TELEPHONE COMPANY f'.O. !!lOX ~:!2" ttl \'llTf@ $'j'IlW !SOOT T~NI), WR. ~ ~~I :!liIM"~"I~ @iil.oi~ MXi~I"llin Alaska Power & T.leph@n~ Company (AP~T~ has been requested by the U.S. Forest Service to conduct a survey to determine what extent theWo~f l~ke area is used for hunting and subsistence hunting. Attached is a map of the area north of Homs to jUlt beyond the Karta River Wl!dem®ss Boundary. if you or iomeone in your household cou~d please Indicate on the map where you or your household have both hunted and t~ken gam., perhaps with a circle or X@ Ind thoo provide the information requested below. Please include information going blck 5 years (1991 ~ 1996). If multtple types of game tabJn e please indicate how meny of each and when, JAN D 2 1996 ~ 1-ALso (DIJD&J(f bVP/)iJ) Subsistence Hunting:_~l>-.;t.;;..:~ S~ __ ~= GAMf NVN1S IN 2 8 ~ 2. t "q ANi) M (btl'! IAJ 1~i fV{v i2£ USE. file wvu: jIU<E 4lPIIJi:' ANi) /()~ giAO-} Type of Hunting (deer~ bear, ete.}:_..,!2 ..... l~:;~iu...f?,= _____ = A RiA '.' 4 location on map (section number or piease merk Also, have you .ver fished at Wolf Lake; (include year(s) and NO number Once you have comp1eted the questionnaire, please enclose ~t with your statement and return to APia T or if yOy take your statement into the Craig Office. please hand the survey in at that time~Thank you for YOUIl' time end heip. G~en Martin Project Manager 1 Hill/£, 1ALKi)) WJ1IJ QANVj oraS Aauv( 1,J1, HA11£i2. -PLEASE /(t-lV Hi' IeJ[O{{f1t l) ASovf1/J£ PR()61~H) O~ fMIS PLIlN"" 1 (including cover) From: Glen Mart!n Wolf lake Hydro/Stream gaging Again. thanks for your help in performing the survey of the Creek anadromous reech end the gaging, In response to your earlier question about whether additional steam gaging wm be done s I have contacted the USGS and asked them to ~et me know, next weekt their schedule IS for flying Wolf Lake inspect gage. We will probably want to get in there once this winter provide a quarterly gage record. ! win try to arrange them to pick you up in Homs and f~y you to the boet works. on thelll' way the iake. They could then peck yoy up on the way In regards to time: .subsistence :2 Fish Taken Iypegf Hunting No. Taken Yeads} Bear (1), Deer(3) = 1 1996 Deer := ±40 1990~ 1 996 ALASKA POWER &; TELEPHONE COMPANY I' o. lOX ~:2:! $ 11)1 (Inc S'~En 1"00;1 l~$END. WI; ~ I~I :!!!ii-I1~ ~ ~ llIa41:l\i FAlif I:!.'@! ~IU n DEC 011 1996 Alaskit Power lit T@!ephone Company (AP& Tj h~$ been r@qY~$t@d by tM U,S. Forest Service to conduct a IUNay to determ~ne what extent the Wolf Lake arsa is used for hunting and subsistence hunting. Attached a map of the area north of Ho~lis just beyond the Kma River WUdem@$s Boundary. ~f you or momeCM in your house.ho~d eou~d ploase indicate en the map where you 01J' your houlehold have beth hunted aoo taken ga"U~4 perhaps with I cire~@ Of Xt and then provide the information requested below. Please include information going back £) years n 991 ~ 1996}, If multip~e types game takenc please indicate hew many of each and when. ~ Hfl Subsistence Hunting:~~~~ ___ )(::-.;;.._ type of game:_~~;£~/J~jJr _____ _ Year(sJ this occurred:~ _____ ~--I!N~jlUi:A~ __ ~ __ Aiso, have you ever fished at Wolf Lake; (include yee!Jr(s) and '" r n number caughtj: __ /~\Jv~ __ _ Once have compieted questionru'.lire s please @nciose it with your statement and return to APllt T or if you take your statement into the OfficG c please hand the survey in at that time. Thank you for your time and help. G~en Martin Project Manager '7lJpt~~v J1~~ ~ f?o~ /() . /i/(' q995tJ ~ 00/0 P.O. OOIl :ia3 6 ~!H ono Sfl'lHY ~rT~S~.WA~ ~HOI .. ,,» "IOOCI ~2.c.UI.l MXIHOi-.lIl1, Alaska POW(tf &Teleph@ne Company (AP&n has been requested by ttu~ U.s. Forest Service to conduct a survey t@ determine «nrtent the Wolf l~k@ area is used for hunting subsistence hunting. Attached is a map of the af(t81 north of Homs to just beyond the Kana River WUderness Boundary. If you or someone In your hoys~ho~d cou~d please indicate on map where you or your household have both t'uJnted and takEln games perhaps with a cirde or Xe and then provide the information requested below, ~nclude information going back 5 years (1991-1996). If mu!tiple of game taken, pieSls8 indicate how many of Ind when. Subsistence Seasonal Hunting:_~O..:;....., ___ ~~~~ How many t~ken Ind type @f location on map (section number or please m~rk have you ever fished at Wo~f Lake; (incrude year«s) and number caught),_---'~ ___ = Once you have compieted questionnaire, plfJ!ise enctcse it with your statement return to AP'& T or if you take your statement into the Craig Office~ please hand the sUNey in that time. you for your time and help. Glen Martin Project Manager ALASKA POlN'ER lk TELEPHONE COMPANY F',O, ~)( 32l Q I@i 0f'!'0 $lAm fOOT ~IIENO. WA !!lll~ 1%leC1 JIili-n:!l::l 0 ~I ~2.o1:il$ fA1H%leC1 ~!iln A~a~ka Power & TefephorMJ Company (AP&'T) has been requested by U.S. forest Service to conduct II fturvey to det@rmine what @xtent the Woff Lake ~f@a used for hunting and $ub~d$tenc@ hunting. Attached a map of the area north of Hollis to just beyond thtll Ksrts River Wild@fness Boundary. If you ar someone in your household could please Indic~te an the map where you or your household Mve both hunted and taken gamse perhaps with a circle or X, and then providtll the information reque~ttlld be~ow. Please inc~ude informath:m bacK 5 years (1991 ~ 1996}e If mu~t!ple types of game pi ease indica~~ how many of and wwu;m. YES Subsistence Hunting: __ ~IJ..J!s,f)~~ __ _ Year(s) thi~ Atsog hDve you wer fished Woff lake; (Include year(s) and number Once have comp~ted the questionnaire, pio3i$G fmelo$G it st8'iement and return to APia T @f if you take$tatement into Office, p!ease hind the survey in at that time~ Thank you for your SinC@felYe Glen Martin Project Manager MAP QUESTI / ALASKA POWER &; TELEPHONE COMPANY 1'.0. 001l :!!u • Ui¥ OTI'O $Vlla;r IlOftJ J~~D. WIA NHIS Eml ~n~ -mooD ee2.o~H ~.u 1_1 ~~ll\!'n Alaska Power & Telephone Company (API.1) has been requested the U.S. Forest Service to conduct 8 survey to determine what extent the Wolf l~ke area used for hunting and subsistence hunting. Attached a map of the area north of Homs just beyond the Kart. River WUderness Boundarv~ If you or somflOn8 in your hous~hokJ could indicate on the map where you Of your household have both hunted and taken game e perhaps a circle or Xs and then provide the inform,mtion requested beiow. Please include information going b!!M:k 5 'leafS € 1991-1 996). If multiple types of game taken s please indicate many of each and when. . lm di:2 Subsistence location on map (section number Of please mark Alsog have you ever fished at Wolf Lake: (include velf{~i number Once you h~y~ completed the questionn6ire~ please enclose it with your statement and return to API. T or if you take vour statement into the Craig Office~ please hand the survey in at that Thank you for your time and help. Gien Martin Project Manager MAP FOR AP&T HUNT / A'lASKA POWER 1& TELEPHONE COMPA.NY !i'.Q. lOll ;:~2 G !Ill ono lJ'lIm i'Q1If T(jWj>l$Ef.lI). VIlA M3M ~~& ~i1M 0 _ e:t4)~:iIi ~.u: I~I ~~n Alaska Power Telephon@) Comp~~y (APSan ha$ been reque~ed by the U.S. Forest Service to conduct I $urvev to d@)termine whet extent the Wo!f lIke area is used for hunting and subsistence hunting. Attached is a map of the area north of Homs to just beyond the Kartli Rh/@f Wilderness Boundary. If you or ,someone in your rurus@)hold couid p~ease indicate on the map where you or ·your housenoh:l h~ve both hunted and taken -game, periuJl,Ps with 8 cBrc~e or and then provide the information requested below. Please include informat~on going back 5 years (' 991 996). ~f multiple types @f gam® taken q please indicate how many of Hch and when~ If Year(s) this occurred:~ /3 ~i. location on mep (section number or plf:u:lse mark Also@ have yeu @)ver fished at Wolf Lake; (include vear(f$~ and :::( number caught):'_""'j;FtJLtl_~~~ Once you hevG compieted the questionneift;ll. please @ne~ose it with yorur statement eM return to APSt T or if you take your statement into the Craig Offiee8 please hand 'the sUNey in that time. Thank you for your time and help. Sincerelys Glen Martin Project Manager I , ~ / ~.(\. 00lI: ~~l eail cno lIVllii!1 0'001 f~t<!O. Wi\. OO~ I_I ~n» ~11Wl!.2411~ f'~ i$l'l@l~n' Alaska Power ~ Telephone Company (A?&l~ ha. been n~quested by the U.S. Forest Service -to conduct I survey to determine what extent the Wo~f lake BfeB as used for hunting and subsistence hunting. Attached is Ii map the af@a north of Homs to just beyond the Karta River Wilderness Boundary. If you or someone in your household couid pteese indicate on the map where you Of your household have bOth hunted and taken game@ perhaps with a circle or X~ and then provide the information requested below. Please indude information going back 5 years n 991 996). If multipte types of game taken. pleals indicate how many oach lind when~ Subsistonce Hunting: __ ,,;ay~ . .d>2~S~ __ ~_ S~uJlsonlji Huntsng:.~ __ ~U~j .:tii:fl9=~= __ _ Type Hunting (deri beafg How rnany taken and type of game: t tn "$ .. Ju,r 4YH')U~l AISOe have you ever fi$h~ at WaH lake;Unciude year(&~ and number Once you have oompleted the quest~fJnnaire8pl •• ~@ enclose it with your statement and return to APll' or if you take your statement into the Craig Offh:ee please hmd the survey In that tiMe. Thank you for your time and help. Glen Maron Project Manager / Jim Pwvis P.O.&~ 709 2220 Seiad ell; Rd. Seiad V !ln~y, CA 96{)85 ?O, 1iIOlli: t2l & Hill ono 1m'C~n IKII'If lOWN~. WA il$~ 1*1 ~11~ 01~! 002<O1~ ~AlI ,~I :mwn, Alaska Power ~ T@!6phcn~ Company ~AP&:n has been requested bV the U.S. forest Service to conduct m survey to determine what extent the Wolf lake af~8 Ii used for hunting and subsistence huntang. Attmched is a map of the ar@a north of H@ms t@ just ~yond the Kerta River Wilderness Boundary. If you or somoone in vour househo!d could pie.s@ indicate on the map when~ you or your household hew both hunted and taken ~am@, perheps with 8 clrc~e Cf X q end then provide the information requested below. Please include information going back 5 y@ars «1991-1996}. If multiple types of game taken. please indicate how many of each and when. S@asonal Year(s) this Also. have you ever fish(§d fit won leke; !include y~8rlsj ~nd r ;;, numb~f cilught~: __ ,,-/.~Y (:Jv~=~ Once you have completed the quastionn8ire~ please enclose it with your statement and return to APi, T or if you ubJ your statement into the Craig Offics, please h~nd the survey in fit that time. Thank you for your time and he~p. Sincerely, Glen Martin Project Manager ALASKA ""' ....... "'''''''''' '" TELEPHONE COMPANY 1'.0. lOll 222 & 'i1 Gf1'Q ITlliln !'CtIl ~O. WI. ~ IHOI ~n» 0 _1I2-613t ~AAIHOI~ln AJaska & Telephone Company (AP&T) has Dfj@n l@qu8sted by the U.S. Forest Service to conduct a to determine whIt elrtent the Wotf l~k~ ~rea is used for hunting and subidstence Attached is a of the ares north of Homs to just beyond thfj Kartll River WilderMss Boundary. If you or sOMe@n@ in your housettoh'J c@u~d please indicate on the where you or household have both hunted and taken game 6 ptuh~ps with 8 circle or X, lind then provide information requested below. Please include information going 5 years n 1 996). ~f multiple types of game taken~ please indicllte how many of and when. Seasonai Type of Hunting (de@r, be8r~ etc.):~127\[..J},e_.e~:c~_~~_~_ How many taken and type of game~ ef !l.Ve 3/ ff r- Ye8r(s) this occuITed:_---&. Also. hwe you ever fh~hed at Woif lake; (inc yearis} and numbllJr caught}: Once you have complllJteci questionnairfjq please encl@se it witn your ~tatement and return to AP& T or if you your statement the Craig Offic(Ilq please h8na the survey in at that Thank you for time and help. SincerelYe Glen Martin Project Manager ( . P.O. eo!! ~22 • lin eng if~m KIA'f 'f~~D. Wi>,"_ I~ ~u~ 01I00I tm.(ll:M fAll: 1:'11'/;01 m·1}1" Alask~ Power 11 T~i~pnonlll Comp~ny (APtlt n has been requ8Ited by the U.S. forest SeNice to conduct a sUNey to detefn'dree wtu~t extent Wolf lake area is used for hunting and subsistence hunting. Attll§ched is a map of the erea north of Hollis to jUlt beyond the KartaJ Rjv~r Wilderru';!l$$ Boundary, if you or fiornaon~ in ycur hoo$e~old c@uid piease indicatlll on the map where you or your househ~d have both hunted taken game~ perhaps with I circle or ,K~ and then provid~ th~ infcrmation requested below" P~ease enclud~ information going back 5 years 991 996). If multip~e types of game tak@';Ulg please indicate how many of each and when. Subsistence Hunting: ___ ~ ___ ~= Seasonaf HYnting:._=-lyi..!lIf!~t;,=--___ ~_ Type of Hunting (deer$ bearg etc.}:_~D~e~e.t..r __ ~ __ ~_ How many taken t.lnd type of g~me:_...§./..bt:~==_~ ___ _ ABSOe rea\!$ you ever fished at Wolf Lake; (include year(s) and number caught): I? 0/;; --q C f:;a7s Once you heve complet$d the questionnaire4 please enclose it with your statement and return to AP& T or if you take your statement into the Craig Office~ please hand the survey in that time. Thank you for your time Ind help. Glen Mart@n Project Manager Ketchikan All" 1600 Airport Terminal Bldg. Ketchikan, AK. 99950 Promech, Inc. 1515 Tongass Ave. Ketchikan, AK, 99950 Taquan Air 1001 Water Ketchikan y AK. 99950 Seaside Aii" Service 1621 Tongass Ave. Ketchikan, AI<. 99950 Misty Fjords Aii' & Outfitting P.O. Box 3047 1285 Tongass Ave. Ketchikan, AI<. 99950 SURVEY RESULTS WOLF LAKE FLY 0BNS JANUARY, 1995 o 1 1 1 1 NO RESPONSE NO RESPONSE 2 3 1 2 1 ~T8quan Air and Promech, Inc. were both lIsed by APBtT to fly into Wolf Lake during 1995. ALASKA POWER 6: TELEPHONE COMPANY Taquan Air 1007 Water Ketchikan a At<. 99950 Rs: Wolf lake 1'.0. to)! 2:i:ll • Ull @n6 i!meu ~'i i~~. WI. OO~ iml~tm®~_.@t~ jl~~~1'1l Desr Manager of Charter Services: We wouid like to request your help to ascertain how often a plane from Taquan is chartered to fend at Woif Lake on Prince of Wales Island, 3 0 4 miles north Hollis, OUf understanding is that hunters occaSionally fly gn to the lake. We are developing data regarding how often Wolf Lake is used on a fly~ln basis, In a previous conversation with your staff a pilot. standing nearbYe indicated that he flew once a couple years ago. Would it be possible to have one of your staff do a verbal survey of your pilots and ask. when they recal! flying imo Wolf lake in the last four years? Below, if you couid please indicate for each year how orten a charter flew into the iake: We great~v appreciate your timearu'J effort in our regard, Please mail this letter back to us with your survey, If you have any Questions, please can me at this to!l~fiee number: 1 »800-982~0136. Glen D. Martin Project Manager 1'0/9' fJa..&-Jl dYLf~C-dI'.V"-'S AJ..AS'KA POWER &; TELEPHONE COMPANY January 2. 1995 PROMECH~ ~nc. 1515 Tongass Ave. Ketchikan G AK. 99950 Re: Woif Lake P.o. IlIOX zal" 1111 OTIO UI'lIlU I'OI'lY YOWI>!§;NII:I. W~ ~ 13001 ., 11~ ., ieom .24!311 flilX 1_1-,;111 Dear Manager of Charter Services: We would like request your help to ascertain how often ill plane from PROMECH, inc, is chartered to lana at Woif . lake on Prince of Wales Island. 3~4 miles north of Homs. Our understanding is that hunters occasionally in the iake. We are developing data regarding how often Wolf lake is used on a fl'v~in basis. In a previous conversation with your staff it was estimated that PROMECH ft8W in approximately once per year. Would it be possib1e to have one of your staff do a verbal survey of your piiots and ask when they recall flying into Wolf lake in the fast four years'1 Below i if you cou!d please indicate for each year how often a charter flew into the lake: We greatlv appreciate your time and effort in our regard. Please mail this letter back to us with your survey. if you heve any Questions, please cali me at this toll~flee number: 1-800-982-0136. Sincerely. ~~.~d Glen O. Martin Project Maneger ALASKA POWER i: TElEPHONE COMPANY January 2, 1 Ketchikan Air 1600 Airport Terminal Bldg, Ketchikan 6 AK. 99950 1'.0. fIOX:l22 ~ 11!11 Qnc SlMlET ~TT~~<wa~ 1~1"I'Do~M:;!.ol~ f~tmt~n1 Dear Manager of Charter Services: We would nite to request your help to ascertain how often a plane from Ketchikan Air is chartered to land Wolf lake on Prince of Wales Isiand; 4 mUes north of Hams, OUf understanding is that hunters occasionally fly in to lake, We are developing data mgarding how often Wolf lak.e is used an a fly~in basis, In a previous conversation with your staff it was estimated that Ketchikan Air flew infrequently to the lake, Would it be possible to have one of your staff do a verba! survey your pilots and ask when they recall flying into Wolf Lake in the four years? Below, if you could please indicate for each year how often a charter flew into the lake: 1995 :> 1994 C 1993 -iJ 1992 .lL..? We greatly apprecIate your time and effort in our regard, Pfeasemail this letter back to us with your survey, if you have any questions, piease call me at this toU-free number: 1-800-982-0136. SIncereiy, January 2p 1995 Watf Lake P.O. SOli: na • I~j Of'i'0 rmuT flOAT 1Q'{iiNmNO. WA ~ '~i -.n:tll@ Il001 N:foClml fo'V( 13001 3i§~e 117 Dear Manager of Charter Services: We would !ike to request your help to ascertain Air Service is chartered to iand at Wolf 3-4 miles north Hollis, Our understanding fly in to often a plane from on Prince of Wales that hunters We are developing regarding how often Wolf is used on a fly-in in a previous conversation with your it was estimated that Seaside Air Service flew in approximately twice Would it possible to have one r staff do a verbal your pilots and when they recall flying years? Be!ow, if you please indicate year how often a flew into the lake: 1993 __ greatly appreciate yOUT time and effort in our regard. Please mail this back to us with your survey, If you have any questions, please can me at this tot!~ffee number: 1··S00~982-0135. Sincerely, Manager ALASKA POv\!'ER .& TELEPHONE COMPANY January 2, 1 Misty Fjords Air & Outfitting P.O, Box 3047 1285 Tongass Ave, Ketchikan, AI{, 99950 Re: Wolf Lake Dear Manager of Charter p,o, 110)( l~2 • HI! ono $11'1!1I!l POIIT TOWWliIlNO. W!41l:fl~ 1:1$01 HI}o 1733 " ItaOOf ~a.ol:il€l FA!! 1300. :fti6-5I17 We would like to request your help to ascertain how often a plane from Misty Fjords Air is chartered to land at Wolf lake on Prince of Wales Island, 3~4 north of Hollis. Our understanding that hunters occasionally fly to the lake. We are developing data regarding how often Wolf lake is used on a f'y~in basis. In a previous conversation with your it was estimated that Misty Fjords Air flew in approximately twice per year. Would it possible to have one your staff do a verbal survey of your pilots and when they recall flying into Wolf Lake in the last four years? Below, if you could please indicate for each year how often a charter flew into the lake: We greatly appreciate your time and effort in our regard. Please mail this letter back to us with your survey . if you have any questions, please cali me at this toll-free number: 1-800~982~0135, Sincerely, ~7~ Glen D. Martin Project Manager SUNRISE AVijATION BOX 432 \NRAHGEU", AI< _2G SEASIDE AIR SERViCE 1035 DUNTON Sf, KETCHiKAN, AK 99950 BEllAIR, INC. 6OX371 SITKA. Ai< 99835 MOUNTAIN AVIATION 80X875 SITKA,AK ~ PROMECH. INC, 1515 TONGASSAVE. KETCHiKAN, AK 99950 KETCHiKAN AIR 1600 AIRPORT TERMINAL BLOG. KETCHiKAN, AK 99900 TAQUANAiR 1007 WATER KETCHtKAN. AI< 00950 ':8:8; MISTY FJORDS AIR 60X3047 KETCHIKAN. AK 00900 SURVEY RESUl:f$ WOLF L.AKE FLYaiNa OCiOea NO REPLY NO REPlY HONE IN 1998 NO REPlY NO REPLY NO REPLY NONE iN 1096 TIMES IN ReTURNED TO AF&T NO FORWARDING ADDRESS AlASKA POWER 6 DU,BPHOlG COMPANY '1m &, 'WAD " P.O. ~ ~ ~.~~ ~~ FAX~~@ Dear Manager of Ch~rter Service8~ We are ai&veloping ~ea Mr(!ing' how often Wolf LakB on Prince of Wales :Island • .3 lea north of U.oll18 g uBed on * fly~ basis. Our und@rstaoding is that hunter~ occasionally fly int.o th@ lake. Below, please indicate th~ number of time~( if any $ that your compaDy has chartsred into the lak~ ehis year, 1996 -e-- We greatly appreciate your time and effort in our regard. Please mail this letter back to us with your eurvey. If you h"ve any questions, please call me at this toll-free number; 1-$00-4731-'765, ..... 16 10'907-826-3210 Dear Manager of Charter Serviees: We are developing data regarding :tlcw Qft~n Molf Lake on. Prince of Wal~s Imland. l _188 no:t'th of Bollia. is used on a fly-in basis. Our understanding i~ that hunterm occasionally fly into the lake .. Selov~ please iMio~te the number of times. if any & that your company has chartered into the lake this year. :1996 We greatly appreci~te your time &04 effort in our regard. Please mail this letter bmck to us with your survey. If you have any questions, please call me at thig toll""free oomber: 1-800-478-7185. . Re<:O' rlt.fj~ . 8-e II A ~ f! I AJC:~ po /Jf:J>/t" .3 I APS,T -CRAIG SEP 19'Q6 ALASKA POWER & n~N! COMPANY 'mt & VAAfIm ® '.e. ~ :» ~.~~ ~-~ 'AX~~fi We are developing data regarding how often Nolf Lake on Prince ot walee Island B l miles north of BOllig, is used on a fly~in basis. OUr understand1n~ i~ that hunters occasionally fly into the ~ak~. Below q pl~a~e indicata the number of tim.es. if any. that your company has chartered into the lake this yelAr. We greatly appreciate your time and effort in our regard. Please mail lhis letter back to us with your survey. If you have any questions, please call me at this toll-free number: 1=800~418~179S. Sincerely ~Q ~. 0(;;- ~e1" W(.ft..A,J~.{J "7' c ~ r '¥ ,.- p: @/hl$,)AA t).~tAJ:> A Ill) ~ fl'SS AP&T ~ CRAIG ALASKA POWER &t fil.m'HONE COMPANY 1m & WiA. ; p,t), lOX Mailing list 9",,11 ... 96 Sunrise AViation 80x 432 Wrangell t AXo 99929 Seaside r Service 1 5 Dunton st" ~etchikmn, AK~ 99950 :S.llilalr, Inc~ Box 371 Sitka e AK~ 99835 Mountain Aviation Box 815 S1tk&f AK. 99635 Promfmh ~ Inc" 1515 'roDqa~ni! Ave Ketchikan, AK~ 9 Ketehik·~n Air ~.~M2i «Wn~ 'AX (W'ij &~~ Taquan 1007 water Ketchikan, AKa 99950 Ml~ty Pjords Dox 3047 Katchik~n,AK6 999 1600Alrpart Terminal B14~" Ketchikan& Ake 99950 " -;.;.~. AP&T -CRAIG SEP 11 'S6 10:57 NOoOOl P.02 AUSk . POWER &: TELEPHONE C tiPANY' 1m a WAlm .. ',0. lOX 3t ~6~m2~ ~~ ,;:;. (9tf1J ~c Dear Manager of Chartar S~rv1ces~ We are developing data r rding how often Nolf Lake on Prince Of Wales Illland f J' eJJ north gf 801118 e used on a fly-in basis. Our understanding 11;1 thmt bunters occasionally fly into the l~ke. Belo~q please indicate the number of times, if any. that your company haa char'!':.ered into the lake thi~ year. 1996 We greatly appreciate your time and effort in our regard. Please mail this letter back to us with your survey. If you have any questions. pleage call me at: this toll-free number: 1.,.800 a 418-7?SS. ALASKA POWER Ii; TELEPHONE COMPANY Jennifer Garland Project Coordinator Office of the Governor P.O. lOll: :t:t2 & UH Qno IIfAm ~f f~m~~. INA ~ lSOOI ~n33 Q tOOl.!! tt~41~ I'AXI~!~"n7 Division of Governmental Coordination P.O. Box 110030 Juneau, Ate 99B11..Q030 Rs: Woff lake Hydroesectric Project FERC Project No. 115080 '000 401 Certification Dear Ms. Garland: keep you up~to~date. have attached our request 401 Certification from the . I have mailed this directly to Mr. Sturdevant. In addition, I have included a new (up~to~date) CZMP Questionnaire and project description to the one you currently have, Please update your file accordingly. If you have any questions, please don't hesitate to Sincerely. ~~7.d:. u1sn D. Martin Project M;.mager ALASKA POWER & TEL!lWHONE COMPANY Dave Sturdevant Environmental Specialist r-,(l. 00)1 H~ " 1f:l% 0'11'0 11111!!1IT I'OIlT "j'~S8>10. INA ~ 1*1"11~ olDl ~I~ AA1l'~b~rn Department of Environmental Conservation Southeast Regiona! Office 41 () Willoughby Ave.~ Suite 105 Juneau g AI<. 99801 u 1795 Wolf Lake Hydroelectric Project Project No. 11 508 401 Certification Application Dear Mr, Sturdevant: like to request at this that review the Wolf lake Hydroelectric Project, No. 11508 for 401 Certification, ! have enclosed a copy of 404 Certification Permit application that was mailed today to the Army Corp of Engineer's, Also included eZM? Questionnaire. though the Corp of Engineer's review process would initiate your review, I would like formally request your review be initiated with this letter, If further information requffed e please contact me at 1-800e982~01 or falX me at 360u3S5~ 7538. Sincerely. Glen D. Martin Project Manager co: Daniel Hayes, COE (as stated) ALASKA Pown ~ TEU!PHONE COMPANY Danisl Hayes Permit Processing Section Regulatory Branch P.o. lOX 3U • 1*~ OffO ITflm 1'00'1" l'OWM~, 12114 ~ i*1 ~I?~ {! II!$M 00:141. H.X 13iI@1:oo!MI!n U,S. Army Engineer Diltrict, Aisska P.O. Box SSS Anchorags 6 Ai<. 99506~OS98 Rs: Woif Lake Hydroe!ectric Project Project No. 11508 404 Certification Permit Application Dear Mr, 'Hayes: Enclosed is the 404 Certification Permit application, which also includes the CZMP Questionnaire. 1 am also sending a copy of this document to Dave Sturdevant, DEC to make them aware of this application. Also, even though this 404 Certification Permit application will initiate the DEC's review process, I am requesting separately from the DEC the 401 Certification. If this permit application needs further clarification, please call 1 G800~9a2- 0136 or fax me at 360~3a5~ 7538. Sincerely. Project Manager cc: Dave Sturdevant, DEC (as stated) APPLICATION FOR t .. RTMENT OF THE ARMY PERMIT (33 CFR325) OMS I.PPROVAl. NO. D7f()..1)OOJ £t1pJm:J 3tJ ~"!~ffl~ Jm !')vblie ~ ~~ \lo' eIl0 ~ ~r ~b'mIlI~1l'fl1i e'll!>!lffiIOtOO ID Q_I!q{! $ htll,F~ "" fill~OO lei !/i>3 ffl~"1Y Of ~8, ,~~ li'I'f c_ tCf f!l"'~l) 11!1W\.IC~ '~lIfel'l<ll!l \ll1OO~ ~ 1l!)!dl:08. gll.~fI ~ ~~lI8!r!@IlI ~ Mila ,,~, fIII'I.l 00ffl!)i«~ &f>i3 te"~G ~ a:oi@(:~on Of 11'110""1100'" A~.~1lOI'IIl tt)? Wfi'I!' (;It """~ ll!>"'P'.' f)1Q~,!II' hIM ill ~~ _.eoD\10 lIIRilM, ~~ ~ 1$ 10 500 1'loYr~, ~ ~I» r~fii~ 1l'v& !}Yll:l~ 0SMV.tlll or '<r'i Q~ &ll~ o! \f!tIl Q!'Ii!l~n @I ,ntom"\;!Qor' Ii' ~ ~~wl'llO:l~ ~ blJr~.1!) ~ 01 Ckl1~. WIMtql!liR ~~liI'IIlb'" S(lNlOII. /)<t;CW31(! ~r Ift~ ~f'MIOfiii ""I:/~. 1;/1$ ~~~ C j~.!l;ie ,~. Mil'Ig~. VA 2U024m; 3Ild 10 I!'l11! ~c:0 01 M/IrI~en! W B~l p~ R@d...clfl"l ~ (071~1 Wul'l;ng~, DC ~. P~6 00 ~ Mi\!~ ~ ~~ ~ I~ iIlla~f ~ ~ oo!:lf'liltll~ ~~MlII~6IiM li'/J,lIIlI 00 wbmlfl~ Illlt\olOWlrld ~I~ 1Io!Ivil't! 1~1t;U-&_ !~ '~lI!llwt eNUIie ~ _I~. i':':<; '!"k;;1 ~@B ~ AIwfJ~! ~_ i~ ~z~ I!r ~ 10 o! \he ~~ ~ ~ Aa ell H~OO, ~,~;'II 1M ClOOJ'l W/l>!lIlf Aa III'IiI ~ !~ 0.1 I!'l11! MII!"'$ ~~ ~ III'IiI ~~oo A« ~~ 1!:IW1I r~uI"" ~!E &!I!'ti;;~~ Mli!liIli,n III ~ &"~"!I "~"'~1'5 O' lI'I!:; UI'tIl03 d~"iJ~ 1)1 (j~ ill! ", ffiIOl~lI:Ill'IlIi ~ fI4 ~ ~ $!&10!!. ~ tt'I8l \f1l!fl~1Wi~ oIl1r~gOO m&1e<'IlIi1i:!: i'i'!<11 J!aJl'OORli 01 0l.I"'f):"i/ ,I m!l) ~I!I' .. gl~ ''''-_~'''' 1:11'1:),"_ 0" ,,"s 1eff1' WIll 00 uU,;: If\ 1!1i'I!II~ h ~ b ~ fl0fflIit. 1~1:IelSI hI !Il~ GWlJ;l&!Ill'fll~ m~ & f!IIill!"" !II ~l: '~d !NO\.Ill" ':M~"08 01 3 pUbliC "O~ OWO$>.II$ QI !1\0 II'II00000eD"'" ~_~ 18~; ~< ~ &lim ~,,~ _ ~ '" >:'1M< ~ Wl'fI~!@ WlItt!/i>3 ~lI;:Wl! """" e Q"aIYll~ \1'10 ~! llIP,a_. t! ~~ I"~;_ .. ~~ ~~~ mf!~M ~ 1m!' eM !I P0ffil~OOIm.!~. ~.ut~~I~'HIif~mjlli'MWll)~HIII{~ioo~ ~~ ~w~cftlfl ~~\lify mwiil~ ~ w!llis ~~(eoo ~~~"""& _ ~~l woo ~~ "'!lie tM!Il!:i Ef'I:IIw-MW'<g jvn~Cft _~ IN> ~!~ QlI!'l11! ~ ~0l"'1y. Art ~cMCft 'iNi1 i!l1"O! ~(!I~ ill M liril ~ ~1!.Jrri@(: ~ lIJ ~rI\' ~~ @j ~ ~ Iw ~ ~ i& ~Ilt ~ CQffi~~ 0 '\fES s:! NO II ~ ~~. ~ ~ ~ &l'!@ ~ t!\'iil !l>I:Ii\I'i!!y "'00 =rt~l.,,;!. in<:it~~ I!~ ~h~ "'I'>l'~ en I"*' ~'(l",~ ~. UrlI ~ ~ m ~;m.'W ~ ~ 1~ h()ff>~ 0I11e.' f~~I. i!1!~~I.SIll, I&lWl!ll ~! ~~ ll)(' I<lf'f{ ~!I.l!tm, ~M.:~. ~~ @! ~ 1:l<:~~!:nIl'ltl~lt©:i\ fi£Rc.. DN1( DIJie i)($r~ nft~1t& P~/I~~~ /itflA;+ wedf1# R[jhf.£ t(/w/! P Ml'ii:~~n;:m I:L ~/- "'-9S (@m1~9S ~ro'ID'7~ 10 ~~tll:WlllB i'I2l'~ ~ iw (£ f;Ii3l'fl>ii (}i &m1WtM !!'I !lJI,Ji~U1!!!~ ~t",iliM ~ MI®!!'I, ~!tli'\f IMII!'IM !~ ",Hh I~ il\!WfIl<\leoo ~IG~ Irt ~ 12~ti@f!. 1m!;! £Nit !@ ~ ~ !Ii fIl¥ Ib~ ~ 1J:.ljt§! ~ ffthl;fl'Mt~ IQ ~. I;»ffi~~. I!II'tt! ~'HQl. I!~ ~Iil\i IMt \ ~ !OO ~i", '" 1.J~~!M~~~~ll:2i~~311~~~~~~oI~~t mel ~~ mum 00 {±~ ~ il'@ ~r6Qfl ~Q i:J@itif0!j ~ Ir~ /h@ ~r"po!lOO a~1tr (&ppiiC,Mi) @f Ii ffl/li!y 00 .00 by (;l l!ildy t:i!Al~ ~flt If i'MJ ~t m ~ 3 h¥l~ ~ fIIloo 0111 Md ~oo. \@ U.S.C. ~ tOO1 ~ ~ W~~, I'."i My ~ lAAitim 1m jy,"iOO~ o! ~ ~ & ~ QlYMi Utti~ $~ • ~ ~ ~ ~ ~ ~ ~$ YP Oy lIJtof W,A SlCk'~, I',i! ~ !% ~i&lIru:;1 Of ~ ifly i~, ~ or !f~!en\ \ s~ta C! ~ Of ~ Ci ~ Clny !~ ~m\!N;l or ~I ~tnQ ~ 1.0 ro'\Yllf\ ftI'f1 \~ fl!;;,~ Q1 Lt=_::~~-=:~==:MOO~7~,=~=~' G Pi~* amwl!Il ~l qUMtlOM. To avoid 2 deli)' in proewin~, please call the depiJ.1:m~t if )'0\1 mtwer ~)'~. to Uly of th@ ~ m~ to th~ depanmmt. M~I aM plM dtawmp mw;t be iDclude4 with yow pickeL 2. v. B&§ thm prol~ IYer ~ flViewfid by ibe SW~ of JJuka'1 , , , • . , , • , , , . . . 0 • • • •• 0 ~ Stmi i.D. Numb3f: AK. ____ ........ _____ __ ~ Project N~: ___ = _________ _ Provide a brief de;etiption of your Mtire proj~ 2Kld ALL wociated facilities (l~ ro~. wetlktlr faciUti~ wUU) tJis~ liuA. ~c.). P1MSouse~ utr~ sb.eet of p~et if n~llf)', A~t:h~ - PrnP03edl~g d~ for projfi:t!~z..~m Propo~ ew,Unj dite for proj~: Nov,; ta:JJ. 3. AttAch i detailed dt$criptiOIl .of the ptq:JectarA aU u5ct:iated faeiUtiee, Include a project tiWi!Wfi for completion of aU mlljor activiti~ in the proposal, a site plan depicting aU proposed actions, and imy oilies §uppomnS documentation m~t would faciliwe review of the project, t .. 2. L yO!! currently h~'Ve My St3tt@ or fed®rlt! fiPPg'O'\l&!~ for mi§ project'? .• , ........•. N«t,. Appr~ fflel!MEJ permit @Y @dwr J()Fff9, ()11J~rl,z,r;.rl(jfl" If .y~ •• pleu~ li$t OOlew: ~'~1DI~1}' ~~~ 1. ~ propo~ pllojea aD U .S. For~t Se:rv~~ (USFS) ot' you to cro~ USFS t~ for &ee~1 ., ........ , .. ",., ......... , .. ,.. """" 'if Ye$, h&ve yo~ ~pH~d or do rnKend 00 ~ppiy fol!' £ USFS permit Of approv~? D!Ue of $ubmiaru: ~_==.~~=~_~ if y~. M'i/@ ~plied for Oli' do yell.! mt~d to E>ppiy for i U.S. COi!& pm-m.i& fur the ~Sii1 '" Q t G ., it a. 1£ ('l (, (; '" (I (I " Q 0 It e !i) (: ~ '" (II () " Q " Ii (! \;l e e Q ~ ~ 0 e ". G \:J 01 '1\ I; t\ .- D&~ef~mJ~:==-==== __ ==== __ === l. Win yoo pliewm ~f.:rncrM~ Ol!' tUb m ut)" of following: (ocean) witten'? ~tt~? !.M:E'4? w@thm\.!s<li'{ ••••.. , •....•...• , • , .. , , .. , ~!f ,00 (!J1l'1i! M'J& '<f~ ~W!P j'f>1.<1" f;f'~fJd ",."joe id '" &i _I~. tf}?iU21f:/j 1M u.s. t:( ~@. Mm. &:tP~.'1}'i' ~ i'ii (lI(J'I) i!i302.nD fou-€I t;!ljl!&;,"Idc fkM~OO (fJJ~ fM At;;~ ~ MIl eslJfr~ J~ma,) y~ No ~ 0 . ' iii1 0 0 ~ 0 0 4. 5. If ye§~ have you applied fOf or do you i.nt~nd to .ply for i U.S. Army Corps @f ,S~ (CO,!) ~'1 e iii ~ C Ii It I!I 1;1 .-• '& " .. 0 n. of mbm.m!: _~ H3\'~ you ~pHed for. or do you wteud to apply for IlLS, Envirorunenw Prol«:tio~ AgeDC)' NatiorW Pollution Dischuge Elimination Sy:;tem permit? (No£<?: F@t' ill/fJ~ ~ r.M ~fo? e'i N'FDU~, ~ YA. « (iIIJ'J) l1J.j(jfi,) •••••••••• , ••••• ,.. 0 D_ of submiml: _____ ~ __ ~_ im'@ you iWU~ fur Of do you intMd to i{)ply fog' p«mili from any ofh~ federti a&~ 9.a fl' III €> ~ ... -4 • ~ CI iii iii ~ 0 (I (j. e Q I) • 0 t; " " Q I) e t1 '9 ,. * .... e iii $ C' il C • {! 0 i:i 9 " .. /0 & f! 0: ~ '" 0 H«-e: g" ~ ~ ~~d !ifi~. IAe S£lgg ~ filYifl/'j8£ ilIllNJ fHi<1'It' Ik tprdiMry MilA ~Iif;' lWt ~Fifl/1f4~ g~, ~ _ ~&i. ~ tk4 W<tM M,la rkh UM ~!fJP t!wij ~D. 11 the proposed project OD Stm..;)wn~ 1<Wd or win YOtl! need w crOAl SWtM)wued laM Y is fcJr~' '0 e s ~ l!i 1; • (!j 0 Q G CI (I iii !!l e Q 0 ~ 6 e 1lI e 0' e @ e '" t; " () e &-to 0 Q ... l& (iI & ~ fii ~ ~ ~ (') 0 a ~ ~ ~ 2. h any portion of your project to be placed on Sta£e--owned hmQ below the ordinuy bigb water line of' i stteam~ river, or lake, Of th~ mean high Wiler line of & mtu -,. 3. ~ you plln W COrlSWd 8m aquatie filtm O~ S~..oWDed laM? , • . • • • . • • • • • • • • • •• 0 4. Do you plan to dredgi or othe:wue CXl;aVItelremov0 miterills Oil SUUXJ~ 13001 ~OD of dnrdgi.xag site if other th~ th~ projetlt SiM. (j (desc~): 7i"t:l/1$Mis.rl<Pt M .. 4,. CAl rr-~r ~ a,ue.ss f'o~. T~ 135 ~:j'itlf: ~~iM-eM~·-:-iM-_"""'c.~IM\~- S. Dc you pl8D 00 pi~ fiU Of d~,@li material cn Sw..owned lMd? •••••.••••••• ,. 0 Location of flU dbpo~ she if other than th@ projeet si~. (~s~): ________________ -= ______________________ ___ TQ~ ltanl3 ~ MelMM ~ __ _ Srm~ ~~: 0 SWe ~ 0 F~ L&l!d Pri'lf!B ~ 0 M~ ~ No o No o ye)!.t pt~ 00 tU~ 'lfmlxw-; wm AmO~b:====-================= __ t2~~~~~~~~~~f~~~'d~ I.~~ .;/_W ~ ~ IA4d MoMrWls $~' (l$ @f gf@~ pMi~ ""!I/;;~M!'Affl.€Pi.~ €Se.: ~f"'~ @.,~~.M%JL Wbich F.§.I.< '''' <&,J. ~~===-===-============-=====~=.~-=_u=m=m __ -============= ~.ti~!! @f ooW'~ if (~s~): ====m'=' ____ =_-====-_====-__ -=-======= T~_~=== Mi you p~ to ~~ ~I.illt $oorli'@~ . ~~ Uoo! =,.w" .. =,. _=-=====~ o o Mw~ five @f more ~r~ OVillf & ym'$ Mille 50.0:00 or more of m"!~"wi~.1 I'~, ov~:rl:m.fd@l!'!, over ~ y~O§ tim~'f H&v~ ~ rumU~itivi W'Il~Alti.oooo mmoo artM of If you plem to unrec!&im@d mined area the ~cr~ge!unm.!i!:1t :ittutld above md n6ilvt ~ than fiYi@ &crM~ do you intend to file ~ vohwury o mBIlblUil pl~ fur ~provw? GCIJ".G(.eoI)Ct;$c'tot:>Iit.!t> .. >:><t(oioeGf:9 0(;«.O(;IIIQlOC"C 0 l! e0GeQCOQllO"e':'G(';~c.-&e""f'le(t...,~ [J D Will yOIJ ~ m'\f~d~:Wn~ Og' r~movifig hiswrie:d or ircll!~ooiogi~ lewUf€;~ en own~ ~~1 c ~ 0 0 19 0 1'1 Q ~ I: G e G I'l 1; ~ ~ G " I;: fJ " 0 '" " t: :2-I) ~ :l t> ~ ... f) e I\) !'; <) 0 &> I!> ... f: It C 03 f;. 0 Ifycill~~~ '@nti~Ule i@ ~ ~:U@lmo Ifyoil~ tl~~U~tf@~ f~. o ~ Ofll yOUt dlsawion with DNR. plwe oomplett me foUowiril: Dme SubmittM Y. No 1S. HIY(tI yoo paid me filwg fem requb:td for the DNR penWt$1 ,....".....,.. 0 ••• e r L 2. a t. ____ ~ __ ~ _____ (DNlt OOin~et) told m® Ol! _~ ____ ~ ___ ~ tb1lt 00 DNR IPprovals or permit! were required on thb Pfo.j~. Re~on liviD by ON'R.: _____ ~_= o b. wm you b@ working in. Of pl~ein2 anything in, i streun. river or lak~? (Thi§ includes work m fW'I!dDi 'Wiler or au ice, wiiliw the active flood plain. on isimQ$. me flce of yl[l3 No tAe b~ Of th~ tidt1wds down to m~ low tide.) ....,.,..,...,.,..".. 0 •• ~ N~ fJ4 ~ ~ 0 ~, • rg ~ J:d. D ,F '4l<A.., t!:::2o r{: CreeK =" o wm 100 do !fir of tbl tonowWi? . , . . , . . . . • . . . . . . . , . , . • " . . . , • . • , • . • .. S o Pktue 1M1cme below:. .kA .l. . ""AI J.: \lV~Ie1\ J$'(f~'T-""" ~ Build a ~. river tfainins $UUtNre or imtteam impoundmmt? o Use the water? ~ Pump water out of me strewn Of lake? o Divert 0.1' aher me n~runl stream chrume!? o Block or dam the s'U~ (temporarily or ptt:aW1mtly)? o ChllDle me wlter flow or the water dllMd7 o Intfoou~e silt. gr1ive[. rock, p@tfO!wm prooucu. debris, chemic21s. Of other orgmielmorganif! WMte of My type blto the water? IRj o §!l o o o o Mine or dig in th. ~ or !:1Mb? Use exploslv.? P~;b/~~+~1' Build & bridge (ioeiudmg 1m ice brid2er U~, me ~ Ii I road (eY~ wb~ fro:l!en), Of cooS$iog me ~ with trICked or wboo1l'Jd vehfdf4, 1o," dragmg Of ~cav&tiIOD equipment (back ~" bundQZet1~ ere.)? lrmtan I cWvett or other ~Ie Itm~.' Vie rm W'"itt;eMl slmewre not mootioDIid h~' !M"~~ ~N@" t@ ALL qy~timu iml &h~ $~:Jl@lTh ~~M. :roo ~e&~ ~y~1'< ~@ AA'Y q'b1maiOM !.fir~tg@fi M@ ID~pWl@M~@tl f©[~< ~@f'®d ~y~" W qy~ti©m; ~t OOfU,5&i':t mi~II'm&CQlft &&'1G iippU~doo e~o following: OOf~ti'~} told we Q~ =====~~_ No r ll'<,~.MJ!ili giv~ by opo: ~=~~_~ __ b) y@b o will you 00 OOMoctWg to ~ ~j'e;$,dy ilPplfOved sewer system'? . , . " , , , , , . , , . ,. 0 mtend to OO~~~, irutAn o! mooify my plMt of Ii wastewluer (sew~e or If oomtruttbtg ~ dom~ti:; w~t~wltf:r traatlrient or dispos.liJ win me $y$t~ bt iocatoo whhm rut m,atmal1. ,., , .. 0 , , , • , • , 0 •••• < • 0 0 If your prwious ii1ISwer is yes, itflSwer th~ followi!'l~: u'; 1) How deep is the bottom of m@ 5Y$lem to the top of m® subsurl'Kt water tlble? __ ~~ __ ~~_~_~~~ __ ~~_~ __ 2) How any pm wutewlter 1:n~gQ:'W the nearest :surface w~tef? < J) b the surrolJnding afe2 inunc.bted with water at ~y time of the year? 4) How big is flIe fill ar~ to be I.UOO for me absorption !ysrem1 ___ _ o (~3~ J II 2 l<iililn ~~ by DEC W i!k#8~ WtNt? 1qM8~ di~ Iln ~ ff!ff.< ~ ~ " 4 ~ IfJ dw rt~ IJlu ~ me JUlia tppgt~ lJN m~...n.) Do you exp~ to requ~t a midng rone for your propcioo project? (fJ 'j(iW" w&~€" 0 ~~Q ....ul £UfJ6!f1 AltMk§ ~I' f/Iti'llity I~, ~ Wdl1 ti!(J,,,, J~f' " ~g UtN!. If w. ~ ~ DEe 8g &.u hf~ ,~~~ ~, "' Me 'Jf),{JJ2,) Wiii tl\fl proj~ felUit 1m ~imet' of me fonowiag: o Drarlging in 3 w(d~ momer water body? §J Placement of flU fMteri!!s or a 5uuaure in i wetlMd or other wau~rbOOy? ~: row-gppll_M,for &his Mfi'liJ1I(J &hi! ~ qj u.pven • tJefWI ~ ~ ~~ tlIDEt!; 6. WU! your project tequir~ the application of oU, pesticides, Ma/or my other bfcad~t eh_c:.a1s to the surface of the IMd 100/01' thl WilW of the $a[~? . . . . . . . , . . . . . . .. 0 1. wm you have a f~cmty th~ will ieD~at~ air emissioM from proc,wmg grootea' man ftyt WIU ~r hoW" of M3ieriil'l ...........,......,...... 0 b, Win you h~ye one or more units of fuel burning equipment, inch.ldinl fb.ring~ with ~ belt inputndng of SO mJJlion Sm ptr MW or more? .,.., " • • • • • •••• c. Win you hive a facility (;ontaining incinerators with I toW charginl ~~city of 1 ,(J(J() pounds per MW or more? .....,...,......... 0 2) Do yoo looiMf&tt $>1t3dge? • • • • • • , . . . • • • . , • • • • • • • , • • • • • • •• 0 o Asphllt plant o P«rolwm teftfW} o Peuoioom Contminitoo Soils Cleanup o Coli pr«pmtioD flctU~ o PcnlliOO cem_ plant i. Win yoor facUigy me the foRowing equipmmt? . , , . . . . , • . . . • • • • • • • • • •• 0 o dies~1 iDternai combustion @i1SifitJS? rr~ M~i'lr ~m.t iI) @r ~ ~ 1,1$0 kiID-.l'I8 or ~ ~ 'bmb ~if,e OO~\~I'n ~ the 2.'$O~) o I~ fired ooilm {Tebl ~ • ftAina c( 100 ~ ~ F _~ o oU tiroo ooilm (f~ hmI. .t minI @r tiS I'I!Iilli~ l'Iffl F hwr) o combustion rumina (~ ~ fO-r ootp;:!. @f ',roo H,) No o 9, H. g. Will! 1.000.000 gaHo!;'!$ of o mllUOff£ ~bie f~ of 3;;9000 ~ @f OO~ have amwertld "y~" ro <my r~tlicOO o!,' mooifitd ~y fuel wm yOUl:' pfojec~ itw·oiv@ t\'l§1, (jli'@r'~~io~ of u.M: \I~s~l$ or on b!U£~ crude O[ il2oi'i~rude oil ~ bulk ~~Q. Oil' t.'e tt~fef of cU or OUl@!i' p:rod\l~ ~© @~ from ~~cl:! ~ 'lf~ or ~ pip~lig'j;@ $y~t@m7 • , • , . , ... , . p:roj~t :n;.ql,li!"~ Of indud@ Ol'!;,~hOlllirl Of offsholf@ on f&d!hi~ wit,Ws Wfl; ~weg~i~ $~crai~ ~p~cit)' of th:llfl 5,000 bmel$ of ernd~ oil y@§ o Of ll"!i'~ilItlW thin w~ooo. b&."f~ @f OOj.i~@~ , •• , ••• , • , , , , , , , , , , , ,. 0 U 100 j!;\IiU~~ri'e£d NO t@ ALL qY~ti@rul Ithifl !ii®:t:Ufjl~. OOIl'!~%t* ttl; ~fi~fi ~~~oot. ~§f'~ 'l'fES t@ I~ @f el'i~e qlJ~tiom ruJ]@) i.ppUa.doo f~~. No :.;.::;:, The information contained herein is true UId complete to the of my knowledge. I p~ ~vity oompH~ witb p wiU be oondtacud in i! 1fW'..n~ consistMt with~ ~Pro~ Nolt,' Federal agelid~ conducting M ictiviry that wiil affect the coastal. rone are required to submit a CodernA OOD£~ d~Mtio~ P*1' 1S CfR 930 3 Subput C, Ul~ this ~fiemon ~ This cenification $wcmem wiH oot romplett until an requirod State MV~ beoo. $ubmitted to the appropri~e ~eaci~. ffi 10 oomplete yOU! pack~ please m&ch yOW' Swe awli~u 00 this qu~o~ \ . \ \ \ \ \ ~~\ / ,. '. STATE OF Al 3KA DEPARTMENT OF NAT 1AL RESOURCES D!VISION OF LAND [ ] Northern Region 3700 Airport Way fairbanks, AI< 99109 {9(7) 451&2705 [ J Southcentra! Region , POBox 107005 Anchornga. At< 9951()"7005 (90?) 162~2284 00 Southeast Region 400 Willoughby. #400 Junaau t N< 99801 . (907) 465-34QO ;, ." I _",,' " -, t APPUCATION FOR RIGHT..()f.,WAY or EASEMENT (RIlN/E) , ,"", • AS 38.06.150 NonmrefurHiabl® $100.00 Application fee Ata..sKt:;k PQl.Mr.L:a.:Td~pkwoe..". CDMf4D{1 . =. Doing Business AI Maifing Addres$ , .J Home Phone ! . -o..'l City S~te Zip 1 Z,-QQ ?JtQ!l£ Work Phon!) is applicant a nonprofit cooperative association? { ] yes ~ no, If yes, are you ~ppfylng for an ex~mptlon under AS 3tt05,850(B)? [ 1 yes fino. If yes, please submit proof of nonprol'lt status ((Il,~. ;:}4iYm, l1IftJelee @f il'leorpomtion, b~ emt~ml!rd). legal Description/Location ofactlvity: 'rs ' • 'r' S tJ My . Merid!an CRM ... Townshi p73 S" Range'8'4.s.S ection 2S ~~ SW 1/4, Section 24, SE.. 1/4 ljE-U4, Township 735, Ranga&'&{£$ Section.:J.£ ~ 1/4 1/4, Section :J.~ U1&l1J4 SJ£", 1/4. ~~~llhOO!Ull~ Total length of applied for R/lN/E feet: I () J S ft:,0 _ Total width of appHed for RlWlE feet ....;::;;.,.,;:;,....~=_~_ Acres encompassed by RJWIE: If.. 25" _ (43,560 8QIJI!!ftTI f~~ .. 1 ~ent) Purpose of RlghtoofQWayfEasement, (e.g. Utility. Rosd, Bridge, Airstrip/Airport, Driveway. Trail, Drainage), ~nd type of anticipated traffic, (e.g. piane, truck, heavy equipment): Explain Ut;llry -TrAA{Ml.s.s/f)rt "n~ ff}ui:,.u State briefly the standards and methods of construction; 1.6., regulated standards, winter trail, dirt tran, gravel road, paved road, etc.; clearing by h~md. dearing/construction by mechanical equipment (state type of equipment to 00 used, G,g. J.D. 350, 944 loader, hydro axe, 1).8), or establish by use only. TIOJU(t\ t:y/on UOL 6'> e;<t:.fA..!iqQL--!" t:.4}..!)s.frl4.C-flofA.. ~/'4:1e.J. lo<5=be/r1c-cf+er. \ y' ~ '\ '*'" ·)ts ~l'!iS an e.lHstmg use? l j )'iil,; I' -, no, II y~s, provlae OQt:i.lffit;;mH'!Qrt \'~(tl)"~ ~~Ili>UIiIi \'\;;>1;;, '>"'btl a" "",~"'''I.:H' ~" I • affid1lvits iJti@sting to use ~nd exisuH'Ice, ridilWe$, ~tc, Cortsinu::tion to iff this ;:;:utnortz::$tion is granted, I ~gr6e to construct and maintain the improY~mei1i$ IJulthonzGd in ~ wlJrOCmGlB'l~k@ ma;nnt.:i 1:lnd to the area ill ill neat Slnd Sa'll'lttliI!)f condition; !t ti1~ righ1Dof~way or eisement impmvements ~fa to 00 coni®tfuct~\. across teased lands. 1 ~Qree to reimburse the i~s:s@@ fOI ii!! damages l~ and impmllOmolll1ts, tei ~h@i elfie}nt Qf th~ construction of this flght-ot-way or easement, to comply with all the rules, Il!nd g'~u!ations pertlllin!ng th!1!m~ta; an prov1ded further that upon iermination or reiocati,or! of ~he tighteof-way or <::l2SSmsnt for which application is bGing mad;:, 1&lgfE~e to remove or relocate: the improvement$ rGstore tft® !'ueli£ without &@ ~hi1!l @,t~a~ IiInd fto me /i$aisfd"m Ult. Director I!Jf the D!visiolll of umt A~t::i:I &i L!S(;i1i, ffl<'lP ir:",::a!e. (;It i;El:I,lGC) !n <l Illi&l<il &;mel.110 pt&t >It\Qwi!>Q ih6l k!c;~t!G1'I ,gg ilh@ figM<IIfoW&!lI @w @&",em~il:t, @~\@ /;!l~ (:lltl1t'~~~!!iit&i filS I •..• E:ltlGt'it!t'lrn~~~ IliYlJ!le~/@ill~!'.llf0 (f(;!mI ,024(l@OOAl. . '::' Tn'!} fin~1 gran~lng ot th~ IIQhl-o!owali Q~ ",,,,um~f\1 will be ;;;on!ingtOfit IIpOI1 cur flllcm!p~ (If 1I p£iil! @@piding ~@ PO!l>q t!:1.l&1H!r.Jc~Lcrt OOlC .. Ut:lft QI tlH !mpmv0mi:M',tlS. a~ )'!'}Yf IJ;ppllt!:l>t!@fl !:> &lpp~t!;l\'I&~, in@eru((;l't/(#!'/Ill I@U ilh&l <1;;©m[l'lilltiQrl I;)f the !;I!&e wI!! ~1]l fjlif@\I~@@I tc )'!'.l<l, @~ Glile. Glli!l ~~t"';t, M!;'ll:;g ~l1l. @i O!;JJ? @ffis;$I~. ' AS :!!l.O$.O:Hi(<<) l!lythOfizu Ihiil ciif0C!Of to c;ll!lcid0 wh.1lt inroml.lllioi'il i(l 1l0<'1dl1i~ !.o pro(;(Il!;!! iIln I!:ppih:.'1Iii@1l '!'!If IDC< r:;.!li~ Cf !.i1l>1!l @~ IOI!!l~e !l;;ft@ /!ilil. 1I,~mm:@s, Thill 1(j~'ml'latlC:m !~ mild" ~ p..:n ot Ihfi I>~t« pyt';lic isnll rlllC!H~1I <!In!:! b",CO!'fh~S ~lIbllc 1nfQlrm!tioo YIU1",F AS 02.2IU'i@«lflgf (Ynteu th~ irlfol~m~tiol"i qlli'ilifin leI eonfld(tnl~lily Ui'ldlH AS lfU}lH!:lS(.!ll(!!} .§Jlti !:fJl"lfldeF;) I!ubj;o~a of th@ II'lform~~!@1l'i lM.!!<y dl!'<lkll'11$0 lea &!;l:l.!r&c!f @f c~mfF~.t<l@!:lfl~fH" I.lfll:l~f AS 44.$@.$~1;j, £));1 giving !l writt<!il'l d<l!!t:riptIcOl of ti'l0 (;h&llillnQlI!l~ if'\gQMilit!..~n, ih® ti,;hliln~~<;; n~iI!Id~d ~o CCH@e;;a w., &"'~ 3 Mfit0 "'IMll e,@lifGlijl,1 Whlllf@ Shill ~mon C&n bil!l tt3ilr:h0(;!. lf0i5~ 3t&.~~~nh; m!!l@e; M ~n &1P~ik:&t~gj fl:Jr a b~gM:l~~ @V@ PlJl'I!!b!\&bb lJi'i.di@f A$ U.!iil1li31C. ..-""'" STATE OF ALASKA .dEPARTMENT OF NATURA~ 'RESOURces D~VISiON,OF WAmR ~,,:;-!~!~, ' o 1~<:Q!iUlftsnl ~ '.O.~1~ ~M_t@ M~~ 4OOW6~~ ~I'i~ .J~NG.~ (~~ii3e@® _f§Ml~ D~~ ~ .. ~ ~kM t.l~mNB' (001)~ .-"'1$14 »_ ......... , « 1~~~ •• la f~~~~ (~i"'''' _,,-."tl ,.~PyeA"QN 8m WAIES ~~~ ~ SoourityOr F~T~ 10. (~ 'i;~j~ 9<f<12.1~0p.3<j I a, l.OCAnOH OF WAmA USE •. ' p~ the I. d~ptloo ef too property wh~l'a the water wi be ~: w • __ ~ ______ ~ __ __ Bb:;k ASLS. A is, or US SUN@Y 'Subdivl$ioo MarM . ; .... StJ=1I4S£ 1/4 2'1 I 7~.s!_\l ~o/£!.-J, cR.M_~~-=-~_ Anqooa Partl Section Township 1.',' RM~@ M~ Do yoo own f¥i ~ th13 ~ ,,(ES~ NCtl~: . . If yoo., ~h a 8SSJood eon @f ih~ pilften~ ~~ ~~ ~; OR if oo.yoo MIly not be eligible 10 appfy for wet'Sr rightt~. Contmd your DNR r~ioMt ofi'ee@ for AcMe@. m :t lOCAll0H OF WATSi SOURCE fs the fOUfOO ef wsw 'Within N boundariM @f th® f.®,oo pl'Opei'ty 83 de!!©~ in S~bn :2 'I. YES_ NO..2.( . U Y@St mp the r .. etA ~ 3 OR' ~f no, comp3ete tOO ~Gow~ftg Metlon gIY!n~ the legal ~ripticn @f the wll~r oout'e@. 00 ~ own Of ~ and Mve right ef ilCOOM toti\Ii ~ YE$~ HaL if y~ ~ttac:h ~ ~~Md copy of ttti p&t4imt~ ~. !~e, or doeumont(s) i;rttntfng &eeMa, OR If no, yoo Will need to oolsin at right of acee$S to this property to obtain water rights, If til@ WlttIM SOUrcl is on stale land, you mu~ fill) an application for a right-of''WliY pElmli with th@ appropriatl DNR o~ fiSted ~e. m 4. ~@i IOOFORMA'ft@OO ~® yow w~ ®@~@ ~~~~ (kI, @ wrJt)? 'YE$_ ~1OX &f yoo.. ~ @SW ~ N b!bwifii1 wsi ~: ~ iJ ~ iE ~ ~i i~ 'jf@W' w~ OO~ oorl~ wmwrr vesX NO~ ~ y~ ~ 00$j cl ~ fo~nrf. .~ .. " ,., ~ • '. Co. "." ,,' '-t G~~~(f~. ~t@ 1'tfA§9~==~_~~~~~~_ 1m a. WCAll0M W» .. 'V' Att2eh I oomp~t@ 1:63 300\lfteh t@ mU~) USGS rt~Po 1i2~,COO USGS inaPt@!" il muooM$km pm ~~titY~rt~ ~ ~km cogooni t ~own~hlp~ nmg*, ~nQ mertdi@11 ~~ Ifldle~te tn@ ~o!k:lwln9 Of! n: ~ P~rn m WIller wtUwjm~!, iffIPQl,.\!'I.:dmen~, Of diversion ANO e R~@ Q,i ~g@r ~~~n AWl) ~ ~! @f _@f WMh AN@ ", p~~ ~ fer ili® iif~ ~ wat@!' ~ @". C@MfAL Z@NiW ~ thl$ w~tM me ~n 'tl® ©ooI~ Zone? VE$X NO~ Ii "1f@$ll"g !aw'~€i! you tili'@ ':$~ng moll'® ~h@n 1,0I)@ g&lioM ~r ©1~y from ~ wf1i~ OOYre9 or ~.OOO g®!ioM ~r d*-lif ir@m $ wb!M&rt~@ OOUf©~, yoo ~"d to oobrni% I:il eompi@too C~::l4l1 .. tl'l1 Pfol~t OtI@~ICfif!~lr!8. Ii ~oo·t disregard. For 1'OOl'!.JflIOrft'\aHon Oft Coast;l Zone eJf~$ ~!1 tnl!!l Division of GO\f~ml"M2J"tt Coordination; A~r"M 5S1."s13~" Juneau 465·3562. P~Jmp ~~~ __ GPM ®~mp~=_ ~Jl ~~b~mOO@) ~ iiomg4t=" =~='~ J morng~~ . j~F I fS »! Cubi:: F~t ~f s;oo~ ? 'D~v~Ii~@P'\.st'f'V<L+~~ M""r b~ ~~ bdow /hfL i~k«= ~!<t,+LS JIU"t;~eL if\, A~~~ J e<r .JL", ,\.. 4" W... • .~: II ",-"" i(",. h_~ .... e. ,.l ,',..", p.".1 v in ~ IP I Ld '" ~ of/.fl. ".&r ... .:,~o I . 1~"'-"At;g'r~~.,T ~'i~<! d - COMMOH WATIiA USES AND STANDMD QUAmmES TYPE($) Of ~OW MANY ~ANOAm TOYAL ·M~Of . QUAHl11Y QUAHmY U~ u. . REQUESTED mou 'fHOO FI.!Uy p4u~ tJAng" family , HIlt"Nli GPO (I; Fully p4u~ e!~I@ family with GPO , Ho~ J: 750@PO g; 5~~~0.ri~ 1 P.~~ plu~ tJangk! t&mlt)' , •• H~.i ~ 2SOGPO H GPO U~y~ .;1$ family ., .HorMIe :l1 75(8PO III GPO > OU~O$'T~ i JUdg$. m HlOO GPO III GPO Foo~Md~ il JJnlt1 i 2SOG'D i g;; G'C MobIb Hems Fwt i UnNI I ~~GPO g CPO ~ MGt$aOf~OO fJ Rool'M I 150 GPO Iii GPO Catt~ (n~ ~ry WWii) I COWl E 12 GPO Il!I GPD = DaifYe~ I .. COWl -f.t ~$ GPO III CPO Ho~ I HQI'$el 15 GPO Ill! OM) Poultry Of Rabb~ II AniI'M11 I 0.5 GPO 8'1 GPO - Ooe$(~) i OQ9t!a ~ I 1 GPO III GPD Crop imgati@n (i 1Wf*$ Of Ii~ ft.): I -_~Aere8 I (UAP( APi WortCa~ e Poop!< • SO GPI> ~ CPD "O&hse Wator ~ J.JVAropJ~L:frl·r Pt'\! ,,~p 6p..1?e.ra.+toM 3:l'~/~~ .. Fufty phm~ elnglo famJly ~ W&t(jf pip@d &tiC t~ hCYie f@f dcmt~ l,5iea. Hoi 'tIm@r hi~ter, fll.lih 1@I'*, MQ ~ti@n €If up t@ 10.000 sq.ft. of Yivd and garden /lV@ inclyd~ P®!1§d~ p!lA~ ®!ngkl femUr ~ Wast@f p!~ Into the hoos@ f@r ~jd OO!'fl$itle YNI, Ginirllty n@ hot WI\@f hli~@f mOO ft" Wit~f ~ll8lh toiklt ~eludoo. Ufiph.a~ @mgle '.mit' ~ No _~ plpsd Int@ thl hou~. Watel' h hMd eam~ ·ath., 'WrNlM U~ "~Mlkb@ of matli!i' ~Yi~*~ @'i!~f thl mMM$ M'IOOm i'mit be ®cc@l11>amoo W'ilh ;mtbtbn i@f the I.M~I W~\ I 1 I \ . 1 · 'f&Fm $ ~J)@ FOR USE ~,OOO GPD LESS. $ HlQ,OO FOR USE OF MORE THAN 5,000 BUT LESS W1AN 30,000 GPO. $ 200.00 USE OF 30,000 GPO OR MORE BUT THAN 100,000 GPO $: :t«ut@ FOR USe OF 100,00{) OR MORe BIJf I'kAN 500,000 GPO. $ tWOO.oo FOR USE 500,000 GPO OR MORE BUT THAN 1,000,000 G $ ~,ooo.oo OF 1,000,00() GPO OR MORE 8{CEPT ... (~® M~ Iir'.$) $ 1,~.OO FOR USE OF l.OOO,OOO GPO MORE, OUTSIDE OF I}{E M'tDROLOG!C UNIT FROM WHICH IT WAS REMOVED (ba~ on CI.H'foot USGS Hyd!'O~tC U11f't Map of A~~}. $ 5Q(M}@ FOR OF ANY QUAN1TfY OF GLACiER ICE. A~~ ~YIM!'rt w~h $ippU~UOf! tooie ~fow 10 deriMminG I~$ i1 m 'i@" ~TUmi ~,= .00 (;I'r; :!QJJl, ~ ~t>J1V .OO~ tteb fi.pp~l;l W ~@mp!~t~ 'it mmrt irn.;ii!.§@@: _.j~~~~~f~. ~'i ~ _ ~ ~ mh) ~ ID'1.t.J,.~iMd.m 11l~ (~Ilkli'i i). ~.J ~ ~ 1!Iff>~ @<f ~~1Wt ~(§I3oot (~e:;~ 2), _-! OW®! ~ W ~~e (~~ ~~ ~.j ~ ~~ ~f,&ffl~~ 1f ~~i=~; ~. R!9h~~I.W€l't ~ ~~e1It.>.l (:»~~ ~j., =04 ~oo~ Z~@ Q~~Mi.@ il ~p!iI':OO~~ '~!.l@n ii, ~" w:II~ ~ (~~f6 @). 11w W~~km pMsenloo in thi~ E1W!9Cltllon i~ iN@ 1>00 00IT@d to the ©f ffl>J krm~~. I \b~ ~ 11 Me 93.040 ard l' Me 93.050 a d.a II 10M i inlolT"nahon may be feqiJ~fed th~ OivISK:lr'l 01 Wa;16t to ~diYdQte 11'0,:, ~pl~iion. F~6i~~@ to pmvide reqlJ~sll1Kl inloHl1.ilion oou!d f@suR in Ihii file bl'llinQ closoo. ~ m 11, STATEMENT OF BEW~iCIAL OF WATE~ it Yo~ WArn!'! $OURC!i.i ~ W!%TI;R USE i'1JlU De'VI;H.,OP£f;j AT Thl$ fl~e? 'l'l:~_ ooX !f y®s;, ~J~fi ~he ~ ®11\chw!t ©f IkIM Irt th~ WH'I;;$MlfH;;® of !:> nol...!HY. t;;)llIItl§:rfl OR if 00, this section. &CCiJrnt~ ~Iement l$}t.!!ltOO ~\Mi,nt~ oj' Wl>l« • f',.mrrm §'l'fAfi$ 0' ~©A ) h~ ~~~~ ) ~IOO« ~~ of ~ury that too ®.OOv$ t@ & ~ mr.cl the Iloove waler us~ ~n rulty dev61opOO e.~ I>m umng too ~eif;lt1)~!M.I~~~OQv@w= . , . " applicant is considering devliilloping Wolf Lake as I storage project. The Wolf take Hydro Project win lntertie with an existing hydro project of the AppUcants c the Black Bear Lake Hydro Project, which reach peak load demand in years, LOCATION Wolf Lake is located in Southeast Alaska, on east side of Prince of Wales !stand {POWL neal' Kasaan along Tweive Mile Arm (See Figure 1). Wolf Lake is about 4 miles north of the association of Homs, about miles northeast of City of Hydaburg. about 26 miles IiiIsst of the City of Klawock, and 32 miles northeast of the City of Craig, The Wolf Project is located within the Tongsss National Forest g U.S. Forest Service {USFSj (CRM, T 73S, R 84E, Sec. 14, 15, 22. 24, 25, 34) end A!aska Department of Ntllltural Resourc~s land (ADNfU (CRM, T 73S& R 84E e Sec. 25, 26,35). The total amount of Federa! land enclosed within the proposed project boundary is about 172 acres. The approximate total acreage State of Alaska land is 12.25 acres. The project area is unsurveyed and therefore is described by sections (based upon a SQ.-foot corridor from centerline of th~ diversion structure, penstock, powerhouse, transmission line, and mean water of Wolf lake), ... • The Tongass Nationa! Forest of the USFS designated the lands around and within the project boundsry as LUI) III, LUD Hi indicatesa ""These lands wiU be managed for a variety of uses. Tha amphasis on managing for uses and activities in II compatible and complementary manner to provide the greatest combination of benefits,,,1 Project will utilize the natura! flows into Wolf Lake. natural surface elevation of the lake is about 1149 Wolf lake has a surface area of approximately 1 00,8 acres (See Figure 21. The elevations of the drainage basin around the lake vary from 1 149 feet to 2744 feet. Wolf Lake steep slopes around the west half the lak.e with a more gradual slope on east side, at the outlet. The outlet stream is called Wolf Creek. At Wolf Creek's the first 1 linear feet is a anadromous stream. Numerous anadromous barriers exist from this point up to the lake (See Figure 3), The stream cascades through p. I \ , ' Pi .:t Description fer the 404 Certification Applic, .n Wolf W~ Hydrceiel;ttk Proje(;t~ 1 ! SOl old-growth hemlock and hemlockaspruce forests. stream typified by cascades, a steep slope. and a narrow riparian habitat. HYDROLOGY The hydrology of the 1,51 square drainage basin surrounding Wolf (based on estimates from the outlet of the is currently being gaged to determine the annual flows the U. Geological Survey {USGS} periodically by the Applicant. Current stream gage data, from the for the 1995 is shown on Table 1, Estimated annual rainfall about 110 inches for th~s area. The Applicant proposes siphoning water out the lake, utilizing the as storage. The lake draw-down may be as much as 20 The lake has been measured to be approximately 222 daepl based upon a bathometric survey done during field studies in 1 996. Preliminary estimates of the water available for hydropower have been conducted using flows from Black BGar ~nd Old Tom Creek. Both of these locations have or currently im~ being gaged the USGS. Using this data. an extrapolation produced preliminary flow estimates for Wolf lake. Drainage (SCtMI.) Mean Flow (CFS) CFS/sq,mi. (CFS) 1 1 Old Tom Cr. 5J~ 40,5 Wolf lake 1.51 15.6 10.3 Using a mean flow 15.6 cfs, the power potential of the average capacity of the project. at 1100 feet of head and an assumed efficiency of %. would be 1120 Idlowl!itts with an average annual output of 9,800,000 kliowatt houn~. The Applicant determin$d that the optimum !:evel of development consistent with environment~1 considerations, the capability 01 the site, and the Applicant's needs fQf $outhsrn Prince of Wa~es Island power supply system wil! require the use of the lake storage. Estimates made d~te of projelZt construction costs and site hydrology indicate the maximum practicallevet of development in the range of 2.5 MW. use lake as storago, intake would be placed in the lake and a siphon would be placed the crest of the lake, to the upper portion of penstock (See Figures 4, & 6), A d~vers~on structure would afso p.2 Pre.., . De~ription for the 404 Certification Applicl Wolfl.ake Hydroeleetric Projecle ) 1501 placed at the lake outlet, with a spillway crest at the average spring lake elevation, to better manage the water in the drainage basin. A vaive vauit would be placed below the siphon which wm consist of a bypass valve to maintain instfeam flows during critical fish spawning and rearing periods. The penstock would be both on the surface and buried where appropriate and a 202.5 MW power plant be located at about 1 OO~feet in elevation, as shown in Figure The transmission facilities will extend from the power piant to the present AP& T system in Hollis. A mora detailed description follows for each project feature forming the basis for environmental and engineering studies for the project. Diagrams erosion control methods attached at end of report. Diversion Structure The diversion would be located on the crest or lip of Wolf lake, with the intake extended out into the lake to the approximate depth of 30 feet. In Figures 7a & 7b the plan and profile views of the haedworks of the project are shown. The proposed small diversion structure would be made of concrete or wood cribbing, mortared 1'oc/(1 or other suitable material. A typical example of a diversion structure is shown in Figure 8. The diversion structure would be about 40 feet long and have a structural height of about 6 feet. The diversion would be designed and would incorporate a spillway sufficient size accommodate the probable maximum flood present in the drainage basin. The spillway will be placed at the average spring lake elevation, The diversion structure will not raise the level of the lake above current spring flows. .", The diversion structure would be constructed on bedrock, with some excavation of the bedrock possible, to maximize its structural integrity, The estimated excavated material may be 13 cu. yds. Methods to minimize erosion and sedimentation during construction could include straw or hay bales, jute netting, and silt fencing, as shown in Figure 8. Intake The intake would be piaced in the lake at a depth dependent on the capabilities the siphon, but will probably be placed at approximately the 30 foot depth to potentially draw the lake down, during peak use, by 20 feet. The intake would consist of a screening devise to draw the water out of the lake. A 24~inch or smaller penstock would be utilized from the intake to the valve vault and a ;;W~inch penstock to the powerhouse. The intake may extend about 400 feet into th$ lake.. The pipe would be buried in a :3 foot wide trench, 6 feet deep for about 200 feet (the rest of the penstock will rest cn the lake bottom), as shown in Figures & 7b. The estimated excavated and fm material would ~pproximate'y 1 33 cu. yas, After p.3 Pr. ( Description for the 404 Certification ApplicA WolfLak(il Hydrool~e Projlf;ct~l 1.:508 excavation the pipe wi!! be buried with the material excavated from the lake bed. The lake bed is expected to be primarily bedrock. Siphon The siphon would be placed at the crest or lip of the lake and would be used to flU the upper portion of the penstockt from the intake the valve vault, At the siphon crown a 8 x 20 foot building will house a vacuum pump and controls for establishing, maintaining and breaking the siphon. The vacuum pump will only operate when initially fitling the siphon and if air accumulates in the siphon crown during operation. The vacuum break valve provides a means of draining the siphon and also can be used to shut off the water flow the penstock. The building and equipment wi!! be powered and controlled from the powerhouse. The power and control conductors would be enclosed in steel conduits attached to the above ground penstock or buried next to any buried penstock. These same conduits will provide power and controls the valve vauit. The siphon house would be constructed I,ear the diversion structure on bedrock, Estimates for amount excavated material for the siphon house is 18 cu. yds. For the penstock, between the siphon house and vahle vaUlt, the estimated excavated material is 100 cu. yds. The penstock will traverse part of the slope above ground, along Wolf Creek, until the ridge beyond the bend in the creek is met, at this juncture the penstock win be buried until beyond the ridge, The above figure of 100 cu. yds. for the ~ ... penstock IS assuming entire penstock must buried from the siphon house until beyond the aforementioned ridge. Methods to minimize erosion and sedimentation during construction could include straw or hay baJes. jute netting, and siit fencing, as shown in Figure !J, V81ve Vsult The concrete valve vault would be below the siphon house, near tha middle pond. The insulated valve vault will be approximately 10 feet wide by 12 feet long. The automated valves wilt be provided with normal and backup power from the powerhouse. The purpose of the valve vauit is to anow the controlied operation of the intake and for gradual filling of the lower penstock. The valve vault will a!Go have a bypass valve to provide instream flows when necessary for fish spawning and rearing habitat in the ponds. The valve vault win contain a 20G incil, or smaller s dh:~meter butterfly valve. p. " Prl.. • Description fOf the 404 Certification Applic, .! Wolf we Hydroe!~otfic Project-U iS03 The valve vault would constructed on bedrock, with excavation of some and vegetation possible. The estimated excavated materia! may be 13 cu. yds. are thin here; so the estimated excavated materials may be less. Methods to minimize erosion and sedimentation during construction could include straw or hay baies, jute netting, and silt feru:in~. 8S shown in Figure 10. Penstock The penstock will convey water from the intake to the powerhouse. The penstock will be above ground, supported on seddles or buried where possible. The penstock will approximately 20~inches or smalier in diameter approximately 8000 feet long. Figure 11 shows the approximate penstock route and the type of terrain and vegetation penstock will typically pass through. Some areas are more heavily forested than in these photographs. The penstock will either made of steel or HDPE. The penstock construction displace up to 400 cu. yds, of material to either place penstock saddles or to bury the penstock in certain locations. The whole penstock corridor is not a wetland however, so the exact amount excavated material in wetlands may be approximately 1 50 cu. yds. Methods to minimize eroston and sedimentation during construction could include straw or hay baies, jute netting, and silt fencing. as shown in Figure 12. the effects of piacing the penstock through vegetation and creating erosion and sedimentation problems, bnJsn along the penstock corridor may be cut back rather than uprooted between the penstock : .,. saddJes. Up ~t the wetlands, directly below the lake. the penstocK wi!! be placed on saddles to minimize excavation of the muskeg and ponds with s saddle placement from between 30e 50 feet apart, The penstock can be pulled into place to also minimize impacts. Powerhouse The powerhouse will be a prefabricated metal building, approximately 30 feet by 40 feet by 20 feet high, located on a reinforced concrete foundation. The powerhouse will be located at approximately EL 100, as shown in Figures 13 &, 14, The powerhouse will contain one impulse type horizontal shaft turbine. The unit win be rated about 2.5 megawatts at about 1100 feet of net head, The powerhouse would be constructed on bedrock, with some excavation of the bedrock possible, to maximize its structurei integrity. The powerhouse is not a wetlands and should not of itself have any impacts to wetlands. Methods minimize erosion and sedimentation during construction couid p.S · , PrCiJ Description for !he 404 C~ri:ifitad(ln AppUca. ., include "' ..... "'''''' or hay bales, 15, Hydroel~ctri(: P£'oje!::t·l 150$ netting. and silt fencing, as in Figure A tailrace channel, approximately 1 00 feet long, 10 feet wide, (5 feet deep will provided to powerhouse discharges from under the turbine case through a conduit into the creek bed, which flows into Twelve Mile Arm and Bay. The will water above the intake of the existing boat worKs plant, The tailrace construction will require excavation of the bedrock and soils. However, about CU, yds, of excavated or fill materiSl! will be ptaced in or near a wetland (Wolf ,Methods minimize erosion and sedimentation during could include straw or hay jute netting. silt fencfng, as shown in Figure 1 Transmission A stepcup transformer will next to the powerhouse. The transformer will be supported on a concrete foundation. The 3,000 tVA transformer will step up the voltage from generator's 4,1 volts to 12.5 kV, for transmission to Hollis to with the transmission The 12.5 kV transmission line go overhead for wildlife habitat during the summer of 1996, has a mean elevation of approximately 300:1: feet as shown in Figure 16. The corridor will be approximately 50 feet wide and approximately 2.3 miles long, It estimated that approximately 42 poles will be required along the transmission corridor. The transmission line will require clearing of a rightoofoway Some disruption soils wi!! occur in the process of creating an access road along the transmission line route and in placing the poles. Although. some poles may be anchored into the estimated excavat~d materia! may be 70 cu, 'Ids transmission line poles. Not aU of the transmission line poles win be in wetlands, particularly as wW be spaced up to 300 feet apart. How~ver, clearing trees along the will be a cat road constructed along the transmission line Methods minimize erosion sedimentation during construction could include or hay bales. and fencing l as shown in Figure 17, 1'.6 ( ( , Pn:'r ~( Description for thO') 404 Certification Applica., .. a WolfLake Hydroo$wlrle ProjectoR lS0S There is no existing road to the mouth of Wolf Creek the existing boat works, Though much of project could be constructed using boats, barges helicopters a road will be necessary to service and maintain the transmission and would provide easier year rouoo access to this proposed hydro project. To access the penstocK route, valve vault, and diversion structure site a cat road, or a temporary tram or ser~es of trams may used to move equipment and materials up the slope during construction, Other access te the lake may be by float plane. Helicopters may be used te transport construction personnel and material to the lake and slope areas. A primitive path may also estabHshed along the penstock routs future inspection snd maintenance of the penstock and upper works. The access road wi!! require clearing of a rlght a ofa way corridor. Some disruption of sails will occur in process of creating an access read along transmission line route. Severa! significant streams must be cressed with small bridges (possibly made from trees cleared the road). The estimated width of the road will approximately 1 5 feet, as far as disturbance. Trees will to be cleared to within approximately 50 feet of centerline of the transmission line with the lower vegetation remaining to keep soils stabilized. Not all of the estimated excavated material wm be in wetlands. It estimated that 2,000-3,000 cu. yds. of material couid be excavated in wetlands in the construction of this access road. Methods to minimize erosion and sedimentation during construction couid include straw or hay bales, and silt fencing, as shown Figure 17. MODE OF OPERAT~ON Wolf lake would be used for storage to supplement other power sources (Black Bear lake Hydrae~etJtric Project and AP&T's Craig diesel generators) to equaUze the power generation throughout the year. It is expected that BSl Hydro will, within the near future, reach fuH capacity and the Wolf Lake HydroetectricProject will be able to continue to provide nona polluting energy fm the energy needs of the communities of Prince of Wales Is~and. p. 1 ... • It ( ( GENERAL PrOJ",~t De§eri~tion fOf the 404Cerufication Appli~h"'!:A Wolf we Hydroo)~triG Projeet~l UOI ENV!RONMENT At SETT~NG Prince of Wafes Island is rugged and mountainous and has low to moderate reUef with elevations generally of 3,000 feet or ~ess. but some are as high as neariy 4,000 feet. The mountains are dissected by deep. steep-sided, glacial valleys, and fjords. The island has an abundance of lakes. Most of the streams are small and short. with steep, irregular profile characteristics of the early stage of stream development, The climate of the Project is maritime, typified by cool summers, reiatively mild winters, long periods of almost continuous cloudy or foggy conditions, and YEHu-round precipitation. Temperature extremes occur in both winter and summer. Hollis. approximately 3 miles south of the pmposed Project, the mean annual temperature is 44.2 F. The aven!lge temperature at Homs in January (the coldest month) 32.4 F the average temperature in August (the warmest: month) is 58.1 F. The mean annual precipitation at the proposed Project is about 110 inches, induced by the area's high eievatlon and steep mountain topography, Much of the precipitation at the Wolf Lake Project area during colder winter months occurs as snow. Wolf lake is often frozen until ISlte spring. Wolf lake is a moderately high, perched. cirque lake that drains about 1.51 square miles of steeply sloped forested land. The forest around Woff Lake consist of stands of old-growth hemlock, hemlock~spfUceb and muskeg forest. The ridges and peaks around the lake are either alpine meadows or bare rock. !nflow into Wolf lake consists primarily of intermittent streams that drain deep snowfields located in the alpine areas around the west half of the lake. Wolf Lake occupies a bedrock basin ~n 8 U-shaped hanging valley at an eievation of 1,149 feet. The elevations of the surrounding peaks and ridges are generally between 2,000 and 2.700 feet. Wolf Lake naturally discharges through a notch cut in the bedrock rim at the lower end of lake, forming Woff Creek. Wolf Creek is a high gradient, contained channel within a narrow vaHey bottom 0 According to the Revised Tongass land Management Plan, "'Channel banks are steep and generally composed of large material, either consolidated bedrock or wen~~Hicked boulders and cobbles. The riparian vegetation when present along these streams are narrow strips (<: 20 feeti of alder t salmonberry, cavil's club. Of currant/brush communities. The upper .:.:.;.-,:., ( ·0~; PrOJ ..... t D~1>cripti()n for the 404 Certific:uion Appiic<tKH.m WolfUke Hydroel~c Projeete l150i steep banks ¢)f these incised stre~ms h~ve mosaic plant communities of dense conifers and shrubs. The channels are predominantly infiuemced by the upland or terrestrial plant communities, Soils in the adjacent upland area are often shallow and subject to downslope movement, Leaves, forest litter, and trees often move downslope into these incised channels when disturbance occurs, .. 2 BOTANICAL RESOURCES There are two Category 2. plant species th~t potenti~lIy occur in Southeast Alaska, They are Thurber's reedgrass (Caiamagrostis crassigiumis). and Carex ienticularis var. dolia, information concerning these plant species is limited (USF&WS 1995). Sensitive Plants Survey No sensitive plants were observed in the project area. ~n Figures Y 8 & 19 one of the wetlands aiong the transmission nne route is shown. The bog orchid Platantnera orbiculata, as shown in Figure 20, seen at two sites along the proposed transmission line route, is not on the Tongass N@tion~1 Forest Sensitive Plant List, however it is presentlv on the Nature Conservancy Rare Plant List and will possibly by added to the list used by the Alaska Forest Service in the near future. In Figure 20, the orchid is found at the 300-foot elevation in stands of western hemlock, red cedar, and blueberries, The siope here [s approximately 15 %• The canopy cover is approximately 95%. WATER aU/UJTY The water quality is good, probably b~cause of the remote location of the lake. The proposed project is not expected to adversely affect water quality. There may be temporary turbidity in the creek resulting from the construction of the diversion structure and possibly from the construction of th~ powerhouse and tailrace, The possible increase in turbidity wm.dd b~ addressed by employing measures to avoid or reduce sediment production and dispersai. These measures wilt be detaHed in the erosion and sedimentation control plan to be included with the forthcoming Draft Environmentat Assessment (DEAl th~t will be submitted in lieu of an Exhibit E in the license application and will be available for agency review and comment as a part of the three stage consuitation process, There are many streams that enter Wolf Creek from below the fake outlet with water unrelated to the lake. The Applicant be!ieves that there may be a TongM:o LMd MMagement Plan Revision, Supplement to the Draft El'lvironmel'ltallmpact Statemem, U.S. Deprutment of Agriculture, Alaska Region. RlO-MB-146, Augu5t, 1991. p,9 I Pro" . . Description for the 404 Ct>!'tific31.tion .t Wo!fulu~ Hydroelectric Project~i IS08 adequate water to maintain the riparian habitat without significant flows from the laKe. Because of steep nature of the stream and its banks, the riparian habitat is very narrow and impacts are not expected be significant. Water is currently being used by a boat works a (liS In Figure 21, near the mouth of Woff Creek with a small 5 kW hydroelectric plant. boat works water presently drawn out of the creek about 550 feet behind the boat works above several anadromous barriers. The Wolf Lake Hydro Project would spill the waters drawn from the lake back the just above boat works hydro project intake, would provide uninterrupted flows for the boat works hydro plant and would also provide water during the winter when the flows would normally be below the amount the works would require. In addition, the powerhouse discharge wi!! also provide and maintain instream flows to the anadromous reach of the creek throughout the yeer. p.1O June 6, 1995 ~olt Cre~k ~ydEoe!ect~ic Proj~ct Time-Line NO. llS09-0illO-Al';U!lio:.!II ~~fi ij 8:::: l:~~:: [::::. \:.:,' r-·~-··""'''''·'r~~~~--.,...ti ----r---,.----,er----,g-~-~1r~--__ai---~.-----.r----,,---"'TI ----.,ir---~-r~ .... -·~-.,'r----"'"'!Ii-----;-'~- I Apr I ~lf I Jun .lui I hug i Sep i Oc:t i ~ ! ~e I Jm?, I Feb I il'i!!!r I ~r I MIll' I .:tim I .lul I hug ! i '95 I • ,s I I !!i!S • !;IS I ' '5 I . 95 I . 95 i . §IS I '!!i!5 I '!il6 I'" I '!l6 I '96 I ' '6 I . 91> I '96 I' 96 I , ___ m","~ a ~ fi , ti $ ij e, 'a § a' t , S i a I j I: q 1 i • § i * 11 d ij t a ij i ti j B ij i ij j e P d i TiT 1" 1" ,...,...; e V 8 v e b § 6 i;l1 E j 8 ,I F 6 i ij, J r 9 ij & e T f ~ 8 R ti i j t ~ ij ! I """"'9"'''''<'''''''' of 00 i Meeting Pro. llil.1P.pOrlt: Pl<lln Mli>eting Pro. Report CO,fid'~ct Studielll C~ntlll I I I I·· ........... . I I I I I·' . i I I i N ••••••.•••••• rlProgreBIl! ~ ••••••••••••••••• ~Study l!'la~ Pro. Report ~pu.C:!lUon Agen<:y C~ntl'l l/itb, Pro. Report IAddit!onml Studie~ i·· ...... , ........................................................ . i St.1l Pro. Report I I~icen$e ~plic~t!oni Ipermi~ expir~~ I ILicense Accept&nce I I L!cenlile .'iII.!u:d . ,.. • •• • ••••••••••••.••..•••••.•••••••.•••••••••••••• ISngine0r 'De$ign I IDesign Revie~ I I Begin Con.lit=ction I . ~Study period O!'!.Ci!'-----------i .......... ~~ ............. . IOn-Una i:;. .. I ail.97I-off , .................................................................. ;: ....................................... :: ....................................... :: ... . i I L' __________________ J'~'~I-J'~'T'~'-L'-L'-L'~s~!~'~!~'~·'i~'~'~~~'~fr~I~·~-Ll~i~,~'~i~'~i~r~I~I-AI~i~lri~i-LI~·~'~I~'~'~'~~A~IA'~'-L'-L'TIL'-i~~I~'~i~'~-d~'T.&'-'~~~·'i~'~~~·~'-L!T'~'-L'~l.~'~i~·r~i.-J!~~.~',.~!~'~' ~ ~ Deaign&tion of Li~i$on Offic~r 04 19-!!IS to 1Il~ -;1(;-'5 -IS d<l>.ya! This can be part of lnttial Consultation Packet of infor~tion. Officer llihould be AP&T personnel. USGS Steamgl'lging 04-19-9S to 04-26-95 Ferc Permit requires %111' to >!OrR with USGS in establishing ~nd pay USGS for tooill:' effolrte. initial CO!'l$ult&tion ~~cke~ C1-05-!1IS t'O 07-26-'5 115: d'll)'1J1 Thia is ~ major ~~fort of p~1!in9 information together for the va~iou$ agencie$. R~ Seck ~y bs ~~~i~ed to p.epa~e thi~ ~nt which cover~ the following: 1. det~iled maps l. general engineering de$ign 3. opcr&tionai mode 4. environ~t ~ffected~ aU;igil>tion S. ,"lIlter r~iiil€ AgenCllf Jli!aettl1B9' OS-lO·'S to 0',06·'5 ~etill'l9 of &pencie~ to disc'.IISle project and lrec~nd atudies tMt JrIl1!edl to be conducted to anfi~r que.tionm. Il'rog rll?!i e Rep!:'ri: Oii·30·9S to 10"1!~~5 IProg~e!>s report II ~re req.;ircd e,,<ellY ",i~ liIO~th du.ring p<:>l:'mit. term of 36 months. Reporte need not be huge but are required. Oct. SS ~ril !Iii Oct. 96 Apdl91 Oct. ~iI1 Stl.ldy Phn OS-30-!!i!S to 10-~4-'5 DeveJ.OlP'M'nt =d &glreetil\~nt'" IlIgenc:i.el'i to 6l IIItudy ph!l'1' ) p~rti~ning to ~~cject. Agenc:ie~ Meeting lO·lS-'S to 10-25·95 is Meeting of agencie$ to &pp study plan 5S 1 . ~Draft Lie~me ~li~ti~' ~"'i . . . . . . . . . . . . . . . . .. . ....•. 'I-$tU~r peirlied 11:'16(>_----------1............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ................ . . . . . . . . . . . . . . . .. . ............. . • .. .. • .. ~ " ~ ... ~ .. " '" .... 8 .. ~ .. $ ........ *. ~ ~ ............ " ........ ., " ........ 9 ............ * ...... " I> ........ " ,. .... ~ <>-~ ••• " ... ~ .. " .. ~ .... * •• ~ .. .. ... " ..... ,. .. 0 .... ~ "' ..... Q '" " ~ " ...... ~ " .......... " " ...... ,,~ ... " ~ " ......... "d ,. ..... ~ " " ..... ~ " ~ ....... ~ ~ •• ,. ~ ~ ~ •• . . . ~ ~ . " ........ ~ '" ~ ~ .... ~" ....... " ... "",, .... ~ ........ ,.~ .... " ~" ..... ~" .. " ... ~"" ........ ~ ... ,. ... ,," of dayzl rove stu~ period one Ol·03-~' to 05·15·" l!>edcd in whiCh to ccnCluet l!tudiee I'lli>l!!ded i!1l conj_cU<oo .. 11:11 PI'ojoot. l'Igeney c~ntlll O'·l'-~' to 06·2'·" e~ntlll en $t~dy findi~~ and ccnclusicmllll. DrAft Licen~~ ~liC&lI:ion lO·OJ·'~to 12·aS·" lie d&~i- ~jor ~ffo~t to pull togetne" dr~ft li~nselll ~ppli~~t!o!1l for ~geneie~ to reviav ftRd COMMent. ~eney c-l'Itl!B ll-l1·" to l~-Oe·" -_ ... ,._------ ~1!llt.li3 on Dr~l!:t appHclIIUon ~~!~h ~t be a~e01!B~ in Lic~~ Applic&tion 0% l~ft to P8RC to 1:'<11>001_. ~ ~ ~ ............... ~ •• ~ ~ ~ .......... ~ .... ~"''''' 6 .. """ 0< .... ., "''' ~ "' ... " ~ .... " 0" "''' ...... ~ ~ ... .o .. ~ <> .. ~ ~ ~ .... ., •• " ... .. Study pedod't'l<O 12-25·'S 1:0'05·21·" --~ .. ---~ ~econd etudy period, if needed to conduct atudi~s not envlelo~ 1n etudy plan or condUcted ift f!ret aIltudy ~doo. License IIIppHcation 06-aS~91 to 03·~S"1 thie ~ffo~t is d~te~ined by the effort e~nt on dr~ft applic£tion ..nO the &IOOOUI\t of ~"t or nil'''' 1~~es ~hieh &r!e~. i>emU: e~irl!!lil 1)2··25·" to 1111-25·'11 penrlll: <1l>qiinlJ! if M.ceooe l!lWHC&UOII iii!; IiWt Iredwed by rll)r~ by thl~ date. ~-2~-'~ . woe Rill"!"''' 113-':/5·'0 to O!l~ P8RC ~~"'"ie", a9> AppUClStion '. \.1 J!l>1!"Obl_ ",ith .}' corrected. 1\ 8C til" pubUc .",<11 pAille,"" &O!l weU ;s vh;i!: by the FE I.nfolri!li1lltio" mill)' After the addit _ MS ~en acc"pt into the !Il':PA p t he is,,,, iJ:onmE'nt ~ # Q t i i I Jun I Jut I Aug I $e~ I Oc~ I ! '93 I . 'ill I • !!III) i "'iii I' ,It I -y.LBi~'~Ir1I~'~,-oi-.,-.r;,~I~i~1-Y~-r1~8f~'~'~-'i~lr'~I~y-41-----------------,-, I I IDesiglU!tion of LO I IUSGS Stre2mg&ge~ I I In:!. ti/ill l!'/Ilclt",t I IAgency ~eting I ............................................. 11911: i'l"Q. lI<:port I IStudy Plan I !Agency ~t1ng I 12nd Pro. ftoport I IConduc~ Studie~ I ............................................ ·!llIgency C-.n!;1I! I iJth 1'>.'0. Report I IDnt!: A!ilpHc&UOI1I; i IlIIgl!<"cyc_!l!t:s I I~th Pro. 1I~~t I .. ..••.......... . ••••.••.•..•...•.••.•.... iMdH:lo:m&l liIt.udh'9 i 15th Pro. ~rt i iLiceD$e Appl!e&tionl iPermit ~irc~ I ------------------'-'-11· !Lict'ntill!< kc«'!ptllnl::fI I ....•............ ~A~ ...................•..... I Lice_ €S_lf4 I ~inel!rin!l' Ii< De!li!~'" IlIlDgin.e.er l'i !lealip I iDedgn R",,,1__ I 1ge9i~ Con~t.ruct~o" I lon-H1!Ite I :::. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ...... I !;>roject ",1gn-oflf I I I ~A I I I,' I ! ! ',' I B I , . '" r= er !U.cl1iloJile reee!v~d. Pony _2110 ~ oplng ~et11'!!11 (Olf the &gencie8 take. 1/ & 1!I:l.~l!!> illC'. MdiUon&l be req>M!Ilttedi • .J.0Ni\1 Anfon>lllit i_ I!td !!":laiC Ilmtllllr$ ~oce~~ to ~re~r~ ~l Aflelllil"II_lIAt iJl:!liI" A"l!Im of ,1ImC' Lie<!!l!le 01-:l2-'1J to 111-29-911 -i5 daysl Act~~l decision by FSRe to issue :U.C'IU'I,Sl!> • lngineeril'!!1l & De~ign 1i7-~'-91 to !1i-21·,e WOLF LA FIELD STUD RESUl SUMMER -1996 WOLF lAKE HYDROELECTRIC PROJECT PRINCE WALES ISLAND, ALASKA PROJECT NO, 11508 ALASKA POWER & TELEPHONE COMPANY BRUARY 25~ 1997 WOLF tAKE HVDRO!lECTRK: PRWECT f~EU) STUDIES SUMMARY February 2ie 1991 field studies for the Woft lake Hydroelectric Project wele conducted this last summer. The studies addressed Rainbow trout popuhJtions within the Wolf lake system (which includes the ponds and Wolf CreekL the seimonid habitat of the anadromous reach of WoU Creek, wndlife q and sensitive plants in the vicinity of and within the project boundaries (which includes the transmission tiM route between Wolf Creek and Homs). Fieid studies commenced m late May, after agency comments and recommendations from oo~h the initi8~ Consultation Packet UCPJ a~ the Draft field Study F1an were incorporated into the Final Field Study Plan. Three trips were made to evaluate Wolf lake and its environs: 1 j April 29~ Msy 29 a brief visit to get the lay of the ~andQ 2) M~y 23-Mav 29; and 3j July 18~26 •. The salmonid studies wefe conducted by one observer from August 1 8w October 1 i. The fonowing is a brief summary of each section of the field studk!J$, which was extracted from the attached Field Study Report: bathymetry, fisheries, wildlife. and soositive piants. The oorthg south and west sides of Wolf lake drop steeply to depthe so that the 25 foot and 40 foot depth contour lines are near shore in these areas, At the eastern end of the lake the bottom shelves at 8 to 1 2 feet for approximately 115 yards before droppftng below the 25 foot depth contour. Except for this eastern end af the lake and Ii promitory an the southeastern edge of the £ekse a 25 foot draw down win result in shoreline extensions of tess than 50 faet around the lake mar~. The potential draw down of the lake by 25 feet will not pose II hazard to fJoatpfanes. {For mOle detlJils in the sttJIched report", $6(1: Methods", po '16; Results", p. 2'1; D/scussitJnl' po 44; and Cone/us/orlSp p. 4!J} The Wolf lake system has a 1,lnbow trout population that was established July 3, 1963 when 20,000 Kamloaps trout were stocked in the lake by the ADF&G. By 1910. the ADF&.G detsrmined that the trout were not performing weU enough to develop a good sports fishery. (ADF&G, 1910, lake Survey Summary. Wolf lake) f~kt~~ f~bruuy l§, rm Wcl!~~~~~ n:lC~N@.U~ ~*2 During thl fi~ki @tydi~n}e l@ toti~ of ~~ ff~h welr@ ©$lU~ht6 @IFdy 4 e~coodtOO b ADF&G r@gulltory miniMuM of 12 inch@~ f¢lfr@cf~ati@nal angle!'s, Th® pfeviou~ @)(p6fi(iljn©~ or tn@ fij~heri@il beoiogiiltq periorrni~f,) this survey. ~ugg~t$ that the population of trout in th@ @ntir6 $y~til$m m®y be n@ar 1000 (j'll. 47 @f nJport). Th~ coooS1tion iooic@$ calculated for the captur~ trout $u~ge$t th~ fish are poorly nOYfishoo, ~n ~ppe~ran©e~ the fish from 5#' habit~t ~I'~a$ w~re uniformSy snm (61!§nak y W). Of the 4], fish dissectoo, all of them !aek~d ftt~ ii't the flash. Stf@sm ~nd iak~ invertsbfltes Weffj !'slre. Anecdot~1 rep©rts suggest there is very i@w fishing pressure on any @f these populati@ns, y®t only <4 fish @f i~gal $il~ w@r~ clught in 199ft Th(j~ Ob$@Nlt§@~S iooic~t~ th~t thfil h~bitat$ ~r~ not PftXYllllctiv@ ~nd wi!! oot $ystain ~ viable r@er~ltiol'ta! fishttfV. {Fat'm&e dt!JtC!!Js In th~ @ttllchfBd fflfjortu $~~: M~thod~$ p. 24; Rf}$ult$p po 36; Discusskm" p. 46~ and CCPfQclus/ons$ p. 50} Ther(j appear to b(j two distinct $~H.!iwnilrig populations of Rainbow trout: 1 t Fish from the m@in body @f won lake spawn b~iow the lake om~et In th~ pool next to t~ USGS gauging $tation~ ~red 2} Fi~h pr@s@ot iri tht) p@nd systemc b@low the @mlet barri@r faUs g spawn in the ponds Of th~ creek 1!rea conn@cting them. A~inoow tmut found !n tn@ lower Wotf CfMk system ~PPI!UU' to b@ tFsru~ients th~t l§fS washed downstr@;m to-s31t WiltS!,. Th@ survey of the ~nadwmou$ reach for S8!monk:! lu§bit~t OCCYffOO anc~ ~ week, from August 18 through Octob@r 1 7, Within th((l iln~di'Omoul re~ch~ pink $Sl!mon weli'@ fin.~t obssrv~d on the Septamber 5th trip. Pink $~!mon were subssquently obs0liVed within V'\jolt Creek through the fast week of September, but were n01 tonger pw(;sent after this time, The bottom in this ~f'ea consists prim~rily of 2., 10 inch gravl!$! ~nd rocks, in August, he~vy rains occurred with fiows in Wolf Creek estimated to be approximately 5(}'SO (:11 find largs rock$ werfll iOb$fJrved moving within the creek. No chum $almon wen~ ObS®NOO in th@ vicinity of Woff Creak du!:'ing any visit in 199ft The spawning h~bitat in the ~n~dromw$ r~®ch @f the creek extr@mely timitoo due to t~ $m~~ quantities @f ~ppropfil§t~ $iz~ gf~ve!s ind the high flows that ioutineiy p~ss through this hlbit~t~ providing v@i'Y little prot@ctiv@ COVliJf in thfJ) roodi, (FOF mOflJ dGtfJiis in ttali attached fe(Joffy see: Methodsp p, 25; Rf3sults" po 41; Discussion" p. 41; and Conclusionsp 50) Tlher$ did not @ppesr to b~ ~ny wildlif~ species that would be significantiy ~ffe~too by constructing and op~rfJ!ting the penstock ~nd tr@nsmtssion lin@ corridoll'$, Mafblet:/ mum;;;!lflt survey sites wali'e wei! d!stributliJdj tnl"oygh@m the entire project #ir~,j§, Numerous MYrr@i@ts wer@ detliJct'oo during ~ach i!!JINey @nd GV~~ dUfinQ the ,venings fmm the campsit$$, Murre!at$ ®re we~~ distributed ~!ong the pmposed constnJction ~re®$ am ail s!1it~b~@ st~M$ fmm W@IfL.lb HydJoo~ ~ FBC Pfo~:N@. i esoa ~ild the marine shoreline to the el.vation of the lake, Bec2YSe @f the ~bundlne8 of murrelets in and around the project boundargei, impacts to mUfr.t habitat should be minimet The effects of the ciearcutting on State land has probabiy had more impact than this hydro project wilt Efforts to minimize removai of iarS)e conifer tfeese which are suitable fOf nest sites~ win minimize the disturbance. (For mo,e fietsils In the IJttached report,? SH: Meth(Jds# p. 11; Result$p p. 27; Discussion, p. 44; lind Conclusions" p, 49) Surveys for the American Peregrine Fa/con were conducted during aerial surveys for bald eagles in May and Juiy, 1998, In addition6 peregrine falcons were looked for during other wUdiiff!J survey activities during the three visits to the site in May lind July. 1996. No peregrine falcons were observed i;;;}i during the aerial surveys or any other wild!ih~ survey activities. (For morfJ detBils in the ijttached report~ see: Methods8 pc 18; Results, p. 30; Discussion, pc 44; and Conclusions, p. 4!J) Helicopter surveys for bilid eagles and eagle nest sites found no new nests and the two nests identified previously bV the AOf&G were not occupied. However. both adult and subadult bald eagies were obslrved aiong the marine shoreline. No impacts should occur to bald eag~ls because of the location of tM transmission route at 300 feet (iSO feet) elevation, and 100 yards back from the marine shofenne. Saki eagles win not be affected due to theiocation of nests and primary activity centers that are directly !dong the marine shoreline. (For more details in the attached repof1§ see: Methodsp p. 18; Results, p. 30; Dlscuu/on, p. 44; and Conclusions, p. 49) Surveys for Northern GoshlJwk were conducted aiong the penstock and transmission corridors using recorded goshawk caUs. There were no responses during the May trip and only one respon58 during the July trip8 but the goshawk did not approlCh and was some distance away wnen it responded (while sYfVeyin; the transmission route near Hcnis).Basea upon this one SGasen SUNIiY G the numoor cf goshawks in the viCinity of the project arl very low and there dOGS W1t appear to bean active nesting territory nearby. Measures to minlmize effecm to murrel6ts wm also benefit goshawks as they require similar forest conditions 101' nest and forage sites. (For mors details in thelJttaciletJ rep0i1,Sse: Methods .. p. 20; Results, p. 3fJ; Discussion .. p. 44; Me! Conclusion3( p. 49) Sitka bll1Ck~tiil8d deer and their predator. the Alexander Archipelago gray WOtf5 may be indirectlv impacted with improved access to the area (i.e" authorized. unauthorized) by hunters· and other recreation activities. Both the Sitka black~taned deer and Alexander Archipelago gray wolf are managed by the ADf&G, and are currently legally hunted on an annual basis. If there is F~!;d~~~fY F~25,i~ Woif~@ Hy«oo~ m~ fD.C f'ro~ No" U I SOO 4 ~ny eff®ct mttributoo t@ the PWPO$OO hydr@.I~ctric pmj~et it win be ~igr1ifict£ntfy i@ii tnMl thil CUfv@nt ~@v@f of i@Qi~ rUtlN~it. (For rooffi details In tntl t2ttt2chfJd reportp se@: Methoosti p, 20; Results, p. 33#' Discuss/ong p. 44; tJnd Conciusions, p~ 49) No Hifl~quin ducks W@fr® ObS8N@d in the [3f@j8Ct ~r@~, Onv@-sid@d f!yea~cher$ wsr~ hs~rd on two mornings rU.lar the Wolf Cr@@k dr~in~gt" 'f pressnt in tll@ project n@itn@f the HarlGquin duck ftor the ()Ihf~$ided flycsrcher should be Iffect@d because the Wolf Ci'sek ripltfim corridor win b@ avoid~ during construction of the project. (For more detBils in rhfJ 8ttachfKf re(HJrtll S(#J: MetlMNis" p. 24; !f@sultsti po 36; Di$cusslon~ p. 46; snd Conc61t/S/Mtl,g fJ. 49) ~1!':~e;:>~\,,~~BI1: [Mi ~ !&'I'f£' ~ The $e!1sitive phmt survey was conducted in May and July ~o d~te!'miM if tlny $en$itiv~ pisnt$ from the T Itmg (1lS $ Niltion~1 For~st Sansitive PJant list eouid be locatoo. None of th~ (d~ven pi.isnts Ib:sted w~r@ fOt!Joo in this surv@y. Another p~snt. th~ oo~ OIfchid Ffat@ntflera orb/eu/afBs not on the listr WI1$ found along the transmission route. The PI'8ttJnther8 orbicu!l8tlJ. though not on th@ USFS Se!1~tive P1ant nst g ~$ on the N61!ture Cons@rYMcy lR~re f1&lnt list and m~y in th~ nel!r future be added to the list used by th~ A~sska Forest Servi©el. This perticuler orchid was fcund !It two sit~s !l~ong th~ PWP@S$@ tf@1t1Smission route. During construction these two sit@$ wOt,dd be avoided with @i suitable buffer. to be detfJrminoo by a biologest or ootanitit. (For mon'fJ deMils in rh@ !ltt~r;hed ,spOffg se~: Meth@ris3 p. 25; Results" 13, 41; Discuss/one p. 48; fmd Conclusions, p. 50) In order to rn~k@ this project financifRiiy f$~sib!es it wm b~ nee~$$afY to construct Ii diversion d~m at the primary outlet of the hlKe, The d~versi@n structure would not faJisa the iak.e lev~~. byt w@uld have the spmway crest neif the a\!~r. spring hi~h water ieve! of the lake, Thi~ would pmvide c@ntmi oval" the wat@f that normaHy spills out the lake @I.,'tlet. which norm~l!y lowers the H)8,S I!Cf@ lake by approximately 4.5 reet. This would sav~ 11 cors$idefabl~ amf.;\iunt of water that could be used for pow~r generation. Water could be withdf~wn, for power generation. during the wintef. @lnowir1~ the lake to fflfm in the $pring wh@n high fklWS occur, to provide f1orm~1 flow$ to pond system for th~ fish to spawn (May thwugh July). Then frcm th~ eoo of July through th~ winter, watelf from the i~ks coutd ~ utifized. The Wlllt~f neooed for the: artalorom@u:s reach @f the Cg'~~K. during August tnf@iUgh Woif I..&kq; H)'~~ Project nRC ~ No. 11501 ~s September, would 00 provided by the turbine discharge, which would be approximately 600 feet back from the mean high water of Twefve Mii@ Arm, The project would help to control flows th&Jt sometimes exceed what is best for the SYNivl1 of the redds with the diversion structure at the lak@ mouth, This may enhance the present spawning habitat bV reducing the scouring from high fiows. that preient1v takes prace. With the project moderating flows into the anadromous reach, during 'ow w~ter years the project wowd provide a benefit by keeping sufficient water flowing for the fish to spawn and the reads to survive. Without a diversion dame poW@f couid not be generated during spring and summer due to low flows §Jnd the need to m~ntain specific flows for the fish spawning in the ponds. Becaus@ of the expense to construct Ii hydroel@ctric project. it is impOi'tlnt to develop a project that maximizes the energy potential to the greatest extent possible. at least to where the impacts do not outweigh the benefits. The major impact from the construction of a diversion dam at the jake oyt~et would be the stopplltge of the trout migration to and from the spawning area below the lake mouth. Although no spawning areas were observed within Wotf lake, such areas may now exist that would support the survival of fish in the lake. llikeblod:ed trout wm often spawn within the lake boundaries if there are 00 sites IItvaUable in the inlet or outfet areas. Several areas within the lake have gravel bars which appear to be suitable, but it is not known if the trout will us@ them for redd formation. On the other hand c this fish population is not robusti and shows no sign. after 33 years" of becoming a viable sports fishery, Potentially G this diversion dam could sventuaUy .iiminate the present lake population, because of aJ ~ack of $uitebre spawning area. If this project is found to have an adverse effect on the lake trout, Ii possible mitigation action would be to stock the fake as often as is determined to be necessary to sustain this fishery. Consu~tation with ADF&G win determine what mitigative measures will be acceptable in the event the lake trout do not survav@. The fish in the ponds would continue to survive. as they have since the fish were introduced to the lake in 1963. The question is, how important the fish population within the lake. This fish population is not extensiveiv used by wildlif@ for food, h~ not utilized by sports fisherman~ is not native to the lake. and is not he~jthy. The condition of these fish and possible impacts on the population must be baianced against a hydroeiectric project that win provide deane low cost power generation fOf the inhabitants of Hollis, Craig. Klawock and potentiany others (Thorne Say) as they get on the transmission iine network. BIOLOGICAL RESOURCE WOLFLAKE HYDROELECTRIC PROJECT For: ALASKA POWER AND TELEPHONE . Port To\Wsen~ WA 98368 Dc B. Bonar; Ph.D. Project Manager October 24, 1 UAT1C ENVlRONMENTAl SERVKES 213Q..C WA,SH1NG10:" ST., w. BOX 14,8, PORT TOWNStNO, WA 98363, lW. 13S • 797G Contributors: Dale B. Aquatic Services 2730~C Street Port TO"Nl!1send, WA 98368 Mr. Doug Swanson Mr. Brook Swanson Swan n~;J'VW"''''.:li 203 4th Suite 321 Olympia, WA 9850 I Ms. Dixie LleweHin Olympic Wetland Resources 856 50th Street Port W A 98368 Introduction A. IV. Methods A. General TABLE OF CONTENTS . . .. .. ............... 1 ... 2 ... ............................... . . ... . ... 2 ............................................................. 4 ......................................................... 5 ................................................... 5 ....... 7 .................................. . ...... 7 .................................................. 7 .................................................. 7 •........................................................ 8, ....................................................... 8 Ri parian System . . . . . . . . . . . . . .. ........ . . . . . . . . . ... 9 Transmission Line Routes ..................................... 13 Field ;:)clIeau!c .................................. .. ......... ......... 16 Mapping ............................................... 16 Wildlife .. 17 ................................ ............ i8 ................................. . ... 18 ................................................ 20 ......................................... 20 ;:~ Duck ................................................... 24 Otive*sided Flycatcher ................................................ 24 ........ 24 Salmonids ................................................. . Plants .......................................... ,..... . ..... 25 v. A. Mapping and Bathymetry. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ...... 27 Marbled Murrelets ..................................................... . C. Raptors ............................................................... 30 D. Winter .................................................... . Other Wildlife ............................................. . ......... . F. Rainbow ................................................ 36 Resou.rces ..................................................... 41 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ..... 41 VI. . ........................................................... 44 ............................................................ 44 !4Ull.<lll. ••••••••••••••••••.••••••••••.••••••••••••••••••••••••••••• 44 ......................................................... 46 Resources ............................................ . .. 46 A11~lI.arCJmIJUS Salmonids . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... . ...................................................... . 48 Vll. ..., ..... ,,&~.·Y'u ........................................ " ••••.••.•••••••••.••. VIII. References ............................................................ 51 1X Appendices A ADFG Fish Resources Permit B. Rainbow Trout C. D. E. ii Of AND 1 . map ~ .. ~ ~ . . * ..,.. ••• ~ • •• • ~ •••••• ...' ••••• ~ • , , . ~ • ~ • • • • • , • . • • , • 3 J Topographic Map of Area .......................... , .................. 10 3. Outlet Pool USGS Station .. , .................................... 11 Ponds Map. . . . . . . . . . . . . . . .. .......... '" . . . . . . . . . . . . . . . . . . . . . . . . . .. .. 12 5. WolfCreek Mouth. . . . . . . . .. ... . ......................................... 14 6. and Transmission Routes . " ..... . . . . . . . . . . . . . . . .. .. ..... . ..... 15 7. Murrelet Survey Sites ............................................... 19 8. InfraoRed Photo \\lth Stand Boundaries .................. . .................... 2 t Wolflake ........ " ........................................ .28 ! 0 Photos of Lakeshore Levels .................. " ... . . . . . . .. . ........... 29 11. . . . .. ........ . .................................... . r 2. Quick FOITn . .. ................ ............ ............ . ......... 34 13. Length Distribution of Rainbow Trout . . . . . . . . . . . . . . . . . . . . . . . . .. . ....... 38 I Rainbow Spavv'iling Behavior and Reads ................ . ................ 40 5. Rounded Leaf Orchid ...................... , .......................... . 16. Pho~os of Lake East . . . . . . . . . . . . . . . . . . . . .......................... . t Locations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Marbled Murrelet ....... , .... , ............ ............ . .......... 3 ITL Mean Use by Stand ., ............................ . .................. 35 [Yo Rainbow Trout Statistical .............................................. 38 iii I. EXECUTIVE SUMMARY WolfLake is a steep banked cirque lake which drops quickly to deep water along its northern, western and southern margins. the eastern of the lake, a shallow shelf extends approximately 1 yards out from the margin dropping rapidly below a of 40'. The 25' maximal drawdown of the lake which might occur in the proposed project would the shoreline less than 50' the northern. western or margin and approximately 500 feet from its eastern margin. A narrow promontory from the south~southeast margin of the lake would appear at drawdovm, extending approximately 350 feet into the lake. This lake drawdo\\ITI surface would pose no additional for floatplane activity on WolfLake. There do not appear to any wildlife that would be significantly affected by constructing and operating penstock transmISSIon corridors. Marbled murrelet surveys indicate that they are well distributed aiong the proposed construction areas in all suitable stands from the shoreline to the elevation of the lake. construction which avoids removing any large~diameter nest trees should result in minimal effects to murre lets. Bald eagles will not be affected due to the location of nests and primary activity centers that are directly along the shoreline. The transmission and penstock corridors are at least 100 meters from the shoreline and will not effect eagle nest or roost sites. black~tailed and their predator, the Alexander Archipelago gray wolf, win be most affected by the increased access to the area. The effects include direct mortality from hunting and the decrease in physical condition to increased energy expended to avoid people during the critical wintering period for both species. Rainbow trout planted in Wolf Lake in 1963 populated entire riparian system. Spawning areas were identified just below the outlet to Wolflake and in the pond. system beiow the lake. from the pond system are prevented from moving back upstream by the bamer rapids below the Wolf Lake outfall. Spawning occurred in late May in 1996, and emergent were present by late July. Condition indices of captured and rainbow trout were very low in areas (mean of 0.76 ± 0.05). and only 4 fish 88 captured were oflegal (12"). Stream and lake invertebrates were rare. These observations indicate that the habitats are not productive and will not sustain a viable recreational fishery. Pink salmon began appearing in the mouth of Wolf Creek in eariy September. I 996, and several salmon have been observed spawning in intertidal area in the area below the whitewater barrier fails. substrate these a.reas of I.arge (> 2") and rocks, so that there may be very little protective cover in the redds. No sensitive plants were observed in the project area. bog orchid Piatan/hera orbiculata, seen at two sites along the proposed transmission line is not on Tongass National Forest Sensitive Plant List, however it is presently on the Nature Conservancy Rare Plant List and will possibly be added to the Alaska Forest Service list in the near future. ll. INTRODUCTION Alaska Power and Telephone (APT) has proposed the installation of a small hydroelectric facility at Wolflake. on Prince of Wales [sland, Alaska (FERC Project No. 11508; APT, t 995). Aquatic Environmental Services (AES) was contracted by to penorm an environmental assessment oft~e WoifLakelWolfCreek area as a prelude to full project design and application for FERC permitting. Initial consultation with relevant agencies resulted in a list of specific concerns to addressed, including the status of several wildhfe (Sitka Black~tailed Deer, Harlequin Ducks, Raptors, Northern Goshawks and W"arbled MIJITelet). (anadromous salmonids and introduced rainbow trout) and sensitive plants. proposed draw-down of Wolf Lake during some periods of operation also raised concerns about loss of fish spawning habitat areas and lake accessibility to emergence of lake margins during drawdoWfi. An environmental study plan to address agency concerns was produced by v.ith the assistance of AES (APT. 1996). The plan, throughout its development, was submitted to the appropriate agencies for comment and review. final plan was produced foHowing a visit by AES personnel in April, 1996. Wolflake is located on the east side of Prince ofWaJes near Kasaan Bay, along Twelvemile (See Figure 1). The Lake, located within Tongass National Forest, is approximately 4 miles north of Hollis and includes land under the stewardship of the U.S. Forest Service and Alaska Department of Natural Resources. The project area of concern includes the a corridor along Wolf which the lake to the shore of Kasaan Arm. and a forested hillside corridor between Wolf Creek and Hems along which the proposed transmission line would be placed. project area is \L.'1Surveyecl. Several scenarios are being evaluated by APT, and the environmental study plan was designed to evaluate the concerns by aU scenarios. The with the potential environmental impacts would a siphon Wolflake that could be to drawdoV'l!'!. the Lake surface as much as 25 feet below normal during periods ofiow flow and demand. penstock the inlet would the muskeg meadow area below the lake and parailel WolfCreek do'WTI the hiHside to a powerhouse located at an elevation approximateiy 100 feet, where water would returned to WolfCreek following its passage through the turbine. From this point, overhead transmission Hnes. elevated on power poles~ would be placed between the powerhouse transformers and existing lines at the ferry These poles would be placed along the hiUside at an elevation Qf 300 ::!: SO feet Environmental Setting: Detailed background information can found in the Initial Consultation Packet (APT, i 995) and the Wolflake Study Plan (APT. 1996). but is summarized for purposes of this report. 2 ~ •• D ; c A 8 7 Ci1JU' 0, ALASKA /' MERIDIAN: -RIVER TOWNSHIP: 73 SOUTH RANGE; 84 APPROXIMATELY 172 /' /' ,.-".- /' ".- (BJ&.SED UP~~~ ~~NTERU~IE SMISSION OF PENSTOCK, AND M LINE, R WOLF LAK HIGH WATE T UNDARY --~~~,JEC FROM CENTER DARY-STATE LAND. "".,," BOUNDAI~Y-L F'~~~)T, PERIMENTA v 8 ~(ARTA ESS. 7 E. ONE COMPAlH ALASKA POWER " 1ll.l'l'H 6 5 . , ..... SCALE IN MILES 1- E .......~'" ', .. , , .. : . , ... ,<>: >: ,.' D c B A NO. maritime climate ofthe project area is typified by cool swnmers, reiatively mild winters, long periods continuous cloudy or foggy conditions and yeaNl.round precipitation. Mean annual at the proposed site is about 110 inches. Much of the during the colder months occurs as snow. The lake is often Wolflake drains a basin of approximately 1 1 square mites of sloped., forested forest around Wolflake consists of stands of old-growth hemlock-spruce muskeg forest ridges and peaks around the lake are either alpine meadows or bare lake discharges naturally through a notch cut in the bedrock rim at the east end of the lake. fonning Wolf Creek. Below the lake outlet the creek drops rapidly to a large, sparsely muskeg meadow with two large, shallow ponds at an elevation about 75 feet lower than the lake. From the east end of the tower pond, WolfCreek drops to the ocean as a high contained "'U~UU&''''1 within a narrow vaUey bottom. The high gradient results in with only very stretches of riffieQrtm areas and few pools. Wildlife: The Alaska, is a rich wildlife area. No comprehensive assessments done for the site, however the Wolflake area is occasionally used by local hunters deer season wolf trapping season. hunters typically fly into WolfLake and near the lake in the mountains. Previous site visits by APT personnel have revealed of bear, either as tracks, scat. forage activity or bone remnants. The U. S. Department of the Interior, Fish Wildlife Service (USFWS). in a letter October 20. a list species provided to AP&T in May 1995 that identified several likely to occur in vicinity of the that were considered to be Category 2 for listing under Endangered Species 1973. as amended (ESA). The species identified by the USFWS are Alexander Archipelago wolf, marbled murre let, harlequin duck, northern goshawk. and olive -sided flycatcher. May 1995 letter indicated that the American peregrine falcon, an endangered species, may occur in the vicinity of the project The October 1995 letter from the USFWS also requested. surveys for bald nest trees along the transmission line route between WolfCreek and HoUis. The October 199:5 from the USFWS referenced federal policy revisions that changed the status of the 2 candidate" above to "species of concern." Although "species of concern" have no regulatory under the USFWS expressed concern about the iong~term viability of the species their potentia! future listing as threatened or endangered, and recommended conservation of the species and habitats. In June i the USfWS published a. notice in the Federal Register proposing to de~list the American falcon throughout range (Mesta and others 1995). Most of the recovery goals established for 4 the falcon achieved, including target numbers of breeding pairs and reproductive rates. De~listing would remove the American peregrine fakon from the list threatened endangered species, and presumabiy would move it to the "species of concern" category. State of Alaska., Department of Fish and Game (ADFG), raised concerns in a ](::rter dated October 1995 about potential project effects on winter habitat for Sitka black~tail.ed deer, increased hunting and trapping pressure on black~tailed deer and gray wolves due to increased access to the project area, and reported presence of north em goshawks in the vicjnity of the project. They recommended sUl!Veys for northern goshawk using of goshawks and habitat assessments using the "quick cruise" method.. Bald nests aiong the coastal shoreline have surveyed by US Fish and Wildlife Service. One nest was identified Ii quarter mile northeast of the mou.th ofWoifCreek and another was seen a half to the south. According to the USFS WBdl!fe SUl!Vey (i 995), there are no kno\\'Tl Goshawk nests, nesting sites, or probable nest sites in the vicinity of the project an August 24, 1995 seoping meeting in Hollis, a participant indicated having recently seen a female goshawk at Boat Works located a! the mouth WolfCreek. flM1~: The WolfLake system has a rainbow trout population that was established July 1963, when 20,000 Kamloops trout were stocked in the by the Alaska Department ofFish and Game (ADF&G, 1963). The lake was surveyed by ADF&G in 1 and again 1970. These surveys indicated that the introduced fish were growing and had formed a sustaining population, were not performing weB enough to develop a good fish-ery. It does not that amy further studies were done to determine the reasons poor performance. Wolf Creek: (cataloged stream number I02~60-10850~ also knov.rn as Pellett Creek) empties into Twelvemiie Arm near Kasaan Bay. Creek as been identified ADF&G as important for the spav.rning. rearing or migration of anadromous fish pursuant to AS 16.05.810(a). September 1948 document use of the stream by pink salmon and 2,000 ChlWTI salmon. May 18, 1974, ADF&G commercial fisheries staff surveyed the stream and noted that 40% of the stream bed areas from mean lower low water (MLLW~ the legal mouth of the stream) to the fails approximately 150 upstream contained suitable spawning areas. During the August 24, 1995 public scoping meeting in Homs, one attendant stated that pink salmon have been in abundance in WolfCreek up to the barner faUs. Adult Pinks return in even m.lJrnbered years SE Alaska and are considered "early spa;wners" (before August i5) in the eastern Prince ofWa.les Island region (A!exandersdottir, 1987). Fry would be expected to hatch the late outmigrating in a few days. Chum salmon adults . return annually iire fall spawners ira Alaska. Chum fry would be expected to hatch the spring, outmigrating v.ithin :2 weeks. No comprehensive botanical surveys have been performed in the "'''''"",,,,,,V a.rea. The Woif and WolfCreek areas have never been logged, although two ciearcut harvests have been conducted within the la.st 20 years along the transmission line route between :; the WolfCreek mouth and Hollis. Vegetation in the region consists primarily of old-growth hemlock. hemlock~spruce and muskegforest The forest around Wolflake and the upper reaches of Wolf Creek consists of relatively sparse trees. so that substantial t.mdergmwth is present, particularly alder, salmonberry. devil's dub, blueberries, currants and other brush. There are two Category 2 plant species that potentiaHy occur in SE Alaska: Thurber's reed grass (Calamagrostis crassiglumis and Carex lenticlllaris vaL dolia. No information is available concerning presence of these species in the proposed project area (USF&WS, 1995). En\tironmen~l Assessment objectives and the rationale behind their development are detailed in the WolfLake Field Plan prepared by APT in consultation with and the appropriate regulatory agencies (APT, 1996).These objectives were established as:a result of consultation '\kith appropriate regulatory agencies are here: Determine if is suitable nesting habitat present Detem1ine if there are Marbled murrelets present + Determine the genera! stands of trees the murrelets nest in • the number of ffillITelets heard. or sighted + If murrelets are present, detennine pwject wiH significantly impact their nesting habitat If necessary, determine possible. to minimize impacts to their habitat to the extent u!n,,,wn,."'r known bald eagie nests are use other rapwf nests are the project vRcinity, their identity are in use. • this project is likely to significantly nesting if .. If necessary, determine how to modify the project and construction timing to minimize adverse impacts to ilie extent possible. <$ Determine location extent of high quality deer winter habitat ~ Detemil ine deer are nre:selrli: + Determine location of use areas • if will significandy impact high quality habitat + to minimize im~cts to the to the extend possible. Hir~equin DUld< + Determine whether there is suitable habitat along Wolf $ if Hadequin are present -$ Detennine if there are any broods or evidence of nesting .. If ducks axe found, determine if the project significandy impact their habitat + Determine how to mi.nimize impacts to the habitat to extent possible. if fry are present d.uring the spring field Identify saJmonid species present their August through OctObel' 7 • Determine the extent of potential and utilized spawning habitat • Detennine the potential source of gravel recruitment while mapping the tributaries of WolfCreek • Determine the impacts the proposed project will have to the gravel recruitment • Determine if this project will significantly impact the salmonid habitat • If necessary, determine how to minimize impacts to the anadromous reach to the extent possible. Rainbow Trout • Determine what fish species are present in WolfLake, WolfCreek and the associated pond systems. • Determine location of spawning and rearing habitats and prepare periodicity chart for fish species and life phases for the affected portions of water bodies, induding the lake and stream reaches upstream and downstream of the reaches direct affected • Determine the approximate population for each habitat • Conduct bathymetric survey to establish potential impacts to spawning from lake drawdo%11 and floatplane access • If trout are found in the various habitats, determine if this project v.,iH significantly impact them • If necessary, detennine how to minimize impacts to their habitat to the extent possible. Sensitive Plants • Determ.ine if suitable habitat is present for plants on the sensitive plant list • Determine if any sensitive plants fro the Tongass National Forest, Craig Ranger District, Sensitive Ptants List are found within the project vicinity • Locate and record sensitive plants, using the GPS system • Verify habitats, abundance and plant associations when the sensitive plants are located • If sensitive plants are found within the project area, deteID:I.ine how the: proposed project win impact them • Determine how to modify the project to minimize impacts to the extent possibne • Photooocument any sensitive plants that are found. 8 HI. STUDY AREA A. Riparial1 System WolfLake is a deep cirque lake located Southeast Alaska on the east Wales Island near Kasaan Bay along Twelvemile Arm. (Figure I). The natural elevation of Wolf Lake is approximately 1160 with a maximum depth of217 The lake is fed by runoff from surrounding mountains with major inlet through the alluvial fiB at the west end of the lake and lesser additional surface input through rivulets around the lake. Except at peak snovvrnelt flows, the ini~t water undergounds through the alluvial fill approximately 100 yards upstream from the lake The primary outlet is at the east~sou:theast margin of the lake where water passes through a natural driftwood The lake has a surface area t 08. 8 acres and drains a basin of approximately 998 acres that ranges elevation from 1150 feet to 2744 ft (ADF&G. 1965). shoreline on the north, and west sides of the lake is steep, up prima.rily of bedrock. At east end of the lake near outlet the landscape flattens to a more gradual slope. slope includes extensive muskeg areas with both smail isolated ponds and a series of larger connected ponds leading to the lower ravine through which WolfCreek drops across a distance of 1 and % miles to the saltwater shoreline of Kasaan Arm near Pellett Point (Figure 2) Immediately below outlet of Woif Lake is a riffltHUn and pool area approximately 30 yards before outlet creek narrows abrupdy and begins a steeper to the system of connected ponds on the muskeg meadows at an elevation of approximately 60 lower than lake. At this narrowed pool site the USGS has established a stream station which measures all of the surface water exiting the lake at but the highest runoff periods (Figure 3). During the periods of highest runoff. excess water also spills from a second outlet at the east-northeast of the approximately yards north of the primary outlet This excess runoff feeds III pond (Butterfly Pond) to the east of, located. at an elevation approximately 8 feet lower than. WolfLake. Water leaving Butterfly Pond exits through a small creek that joins the . dual pond system belowo The two connected ponds in the muskeg meadows be~ow southeast of the lake (Middle Pond Lower Pond) receive theoutiet waters of Wolflake as wen as surface drainage from the surrounding basin (figure 4)0 Middle pond is approximately V:! acre in surface area and less than 2' deep throughout, while Lower Pond is approximately ,3 and % acres in area and has a large pool near the inlet which is at least 6' deep. Middle Pond does-not have good water exchange, since the inlet from Butterfly Pond only flows during heavy runoff periods and the inlet from Wolf Lake both enters and exits at the pond's west and southwest margin. contrast, inlet water to Lower Pond enters at the pond's northwest margin passes fully through the to exit at the east margin. producing a much better water exchange. Near the inlet and outlet areas the ponds bottoms are composed primarily of rocks. gravels and sands with intermixed finer sediments. Away from theses areas of faster water movement, the bottoms are 9 figure:t TQPogr~pbic Mmp Proi~t Areae iBmsed CIlll Quadnmgie Map~ Cragg (C~2)~ Ala$M;Q 1949. Limited Revisiofi 198ft Modified to show actual [ocatiolll Of\VOEf Creek §treambeds.I 10 , . I .i .. f ". L~ . . • .. • .. ,. \ f" ,,/r (;> / ,.,. ...... . / « o , '. .. J ,;{/." \ : \) /' / ~ .. , ., " .'. ,0 ,"" n 4>. _ . ., " <._y/' • .. ./": . .. . n\·: . .-Jt " . \ f~ /: , I .. ,..." . --................... _--....... -_ ........ _-----_ ....... Figure J. Pbotographs USGS G~u.ging Statiml at Wolf Lake Outlet Sbowing USGS (April,1996) lao lb. ... t>", ... ,.. ..... Jf< showing pool and near lake outlet looking II ........ ,,.,,,,u location (arrow) at the USGS station figure 4. Diagram ?9bowing orientation o('WolfCreek stre~mbeds mnd associated ponds below the out~et of "VoU uke. 12 j is !'Ill If' &:; ~ ;S. "" I -S>f~ ~. ~ ~~fa., ~ 1 PI I lJ\K.E ;:tI f iddle ~ ~ ri l~ ~ '0 c;; ~. tf g,§" f E il 8. I muddy sands or sandy muds, and in regions furthest from the inlets or outlets, these soft sediments with their associated leaf ru-e severnl inches to several feet deep. Most of the bottom areas in the ponds are covered with a layer of brown detritus, although this layer is cleared from the inlet outlet areas during high runoff episodes. Fast moving reaches of the creekbed just upstream of Middle Pond and. between Middle and Lower Pond sandy gravel bottoms and were heavily as redd areas. From the oudet at the eastern margin of the Lower Pond (elevation approximately 1088 feet), Wolf Creek begins a rapid descent over the course of approximately I Vz miles to its mouth Kasaan Ann. creekbed was only accessible in limited places, since for at least half ofthe creek's length. it passes down steep-.banked ravines. For virtuaHy the full the creek: hillsides and tops of the creekbanks are heavily vegetated and provide cover. Very riffle-run areas exist more than a few feet in length. and most of the course of the creek is steep. high activity rapids. SmaH. shallow poots are present at various places the but are typically shallow and quite turbulent during periods of high streamflow. WaterfaH barriers ranging from one to more than ten in height are common aiong all stretches of the creek:. first major waterfall is approximately 150 feet upstream of the mean higher high water (MHHW) line at the creek mouth (Figure 5). This waterfall is 15 feet high and fonns an impassible barrier to anadromous fish passage. The creekbed throughout is bedrock with limited graveled or (less commonly) sandy areas in the backwaters of some pools. SmaH rivulets the creek from steep mountainsides throughout its length. penstock route originates at the east end WolfLake, leads across the muskeg meadows and foHows the faU of WolfCreek on the southside of the ravine. The proposed powerhouse location is on the southern side of WolfCreek at an elevation ofapproximate1y feet. The transmission corridor goes southwest from the power station site at an elevation approximately 100 for 2000 feet transm.ission route then ascends a ridge to about 300 feet elevation and follows the 300-foot contour feet) to the end the existing AP&T power line in residential subdivision at Hollis (Figure 6). tentative routes for penstock and transmission lines were established and marked hip-chain lines by Alaska Power and Telephone personnel during first 1996 field visit in late April. During subsequent visits in May and July, high visibility plastic flagging was placed along these routes by AES personnel to clearly mark the route and delineate specific habitat areas. Below the outlet of Lower Pond, the penstock and transmission line routes consist primarily of dense forest and un.derstory vegetation. Vegetation and habitat types throughout the area are described in the body of this report. F~gllllre ~t Diagram §nOWRJl]g relationships the bydroetectrri.r; project element! the mCUltb of Creek Otll TweivemHe Arm. 14 I THE BOAT WORKS AND WOlf LAKE HYDRO PROJECT FEATURES (DRAWING NOT 10 SCALE) PROPOSED POWERHOUS£ SIn: £1.. 100' 0 121 9 --BJl1:iI4 I I EXISfiN@ 1t' PENSTOCK --~ LENGTH a APPR. 590 f o ~~-TEMP£RTUnE GAGE J 1 , STR~M GAGING WOLf LAKE HYDRO PROJECT PROJECT NO. 11508 I , I Figure 6. Propo®ed p~@stock 2llJld transmission li!rn~ a$§~§ed for bnoiogic:d resoilll!f'C~ covered by this report. ShowllS 2§ an overlay 01111 the base topogr2!pby !5 1000---""" -0 0 0 0' -------- IV. METHODS· A. General: field Schedule: field visits were made to the project area by personnel in 1996: April 16-18; May 23-27~ and July! 8-26. The first visit was timed to coincide Vvith end of the maximum runoff period snowmelt, took place approximately two weeks after ice was gone from the lake. preliminary ""iidHfe., fisheries bathymetry studies were conduced du.ring this trip. The May trip was scheduled for the period during which raptor and duck nesting, early bloom, maximal rainbow trout spawning activity was predicted to occur. The July trip was scheduled to coincide with trout emergence period and maximal plant flowering. During both the May and July all aspects of the fisheries, vvildlife and plant studies were conducted. Mapping and Bath,ymetf:i.; Area maps for the work were generated from USGS Quadrangle maps and Orthophotographs (Craig (C~2), 1985 rev.], Forest Service maps and high~altitude, infrared aerial photographs taken in 1977. These base maps were used to mark major field features and to aid locating features. much of the area is densely with forest and the maps only show 100-foot elevation lines, the maps produced for this report should not strictly interpreted according to Hip chains and pocket altimeters were used to determine approximate distances and elevations so that resulting should be considered approximate. For this reason, habitat locations reference areas were carefully in the field high visibility plastic flagging and metal tags. Mapping and sampling activities WolfLake were facilitated by the use inflatable boat and motor flown into the lake by plane. Echolocation equipment used for this study included a West Model D 1 00 depth sounder and an Eagle Supra fish finder A Trimble GPS Pathfinder XL geographic data collection system was used in the field to record coordinates of features, and depth data produced the auxiliary echolocater. The GPS antenna was mounted directly above the echolocater transducer for accurate coordinate location. A preliminary bathymetric examination was performed during the April field to determine the 25-foot depth and general bathymetric features. During the May depth was collected electronically from an ordered series of transects across lake as well as selective mapping of obvious submarine features at the submerged promontory on the southern central margin of the lake. Data collected electronically was subsequently uploaded to computers in the AES office for use in producing maps and data base information. Base station data downloaded from US Coast Guard station at Island, Alaska and from the Trimble station in Anchorage, Alaska, was used to produce differentially corrected mapping that brought horizontal accuracy to within an estimated ten meters. data from Annette Island, approximately 40 miles WolfLake, was not available for the GPS readings taken during the May field vlsit due to 16 equipmer.t malfunction at Guard Station, necessitating use The distance to Anchorage in a significantly level ofresolution (thus the estimated 10 meter error). Attempts to use the GPS in the t(~",,..;:t"'~ areas on were unsuccessful due to by the or slopes. May and 1996, the and transmission corridors laid out by line m April were marked with plastic to make it easier to and follow prop-0sed routes. In July distance markers were every 100 meters, starting from point where from old logging in the subdivision at Holl and from Sample locations are referenced to the distance markers (in meters) a P for the penstock route a T for transmission route. Sample stations umque 1 to although they are not from the starting Stations 1 through were sited in May li 996 distances the start were riot available. in the coverage of stations were filled in new stations were established in areas not previously in July 1 Fifty were established in 1996 for a. of 77 stations. B. ~~~~~~.1u. Suitable murrelets was mapped during the quick~cruise Suitable habitat consists mature oki-gro\,/th coniferous forests younger coniferous have deformations or structures suitable for Nesting occurs on lateral moss-covered or other nest platforms (Ralph and Da.wn surveys were conducted to determine are ~long transmission and corridors which stands are being points habitat penstock transmission line corridors using a., .. ",,,,,,,, for deer habitat assessment Dawn surveys started 32 to 93 before continued 2 hours. mllITelet survey protocols for intensive were (Ralph and others 1994} Surveys were conducted May and mid-July the incubation and periods, Marbled murre lets are most detectable during the nestling period when. adults frequent to the nest deliver food to the unit measure for is a detection, defined as hearing or of one or more acting in a similar manner. The total number of individuals observed is frequently higher than because mUITele~s usually fly in small groups. However, single or of may be observed severa! over the 2~hour survey therefore, the number of detections is a measure of the murrelet activity and not a measure the population in an are,t The survey protocols multiple visits to a station during the 17 season and also recommend multiple to establish a stand is being by murrelets. Due to the remoteness the project area difficulty in getting stations due to the lack of trails, the survey protocols were modified. Representative areas within stands were surveyed using the intensive survey protocol. Distances between stations were often. farther apart than called for in the standard protocol, however the survey statlons are well distributed over entire project area. Surveys were conducted by two sets observers. Trained wildlife observers who had . undergone vision and hearing tests had prior experience murrelet conducted the majority of the surveys for this project. Supplementary were conducted by the project botanist fisheries biologist who had minima! training and not undergone vision and hearing testing. The survey sites are shown in Figure 7 with large circles denoting surveys conducted by wildlife personnel the smail circles showing surveys by ctherso Survey station locations were selected the evening before surveys. In May, surveys were started 32 to 45 minutes (average 36 minutes) before sunrise on the 4 days of surveys 58 to 77 minutes (average 67.5 minutes) before sunrise on the remaining 2 days. Surveys July were started between and 93 minutes (average 84 minutes) before sunrise. Observers recorded all vocalizations visual observations murrelets during a 2 hour survey period using portable micro..cassette recorders and the data to standard murre]et survey forms. Observation are summarized by and day total number of detections, number of visual detections, and the number of sub 0 canopy for each American Peregrine Falcon: Surveys peregrine falcons were conducted aerial surveys for bald eagles in May and Juiy 1996. In addition., peregrine falcons were looked during other wildlife activities during three visits to the site in May and July 1996. No separate survey were conducted for peregrine Raig Eagles: Helicopter surveys of bald and sites were conducted along the shoreline from one mile northeast of Point to the terminal, Wolf Creek corridor between Wolflake and the marine shoreline, and along the shore WolfLake. Aeria! surveys were cond.ucted. in late May and mid-July 1996 to cover the peak period of nest occupancy nestling period. Nest occupancy is highest in May and nestlings are sometimes active nests in early July. Surveys were conducted with two observers in addition to pilot primary observer sat the right front seat and the recorder/secondary observer sat in back seat were conducted from an altitude of 250 to 300 AGL at a speed to 30 knots so shoreline adjacent trees were constantly visible. Two passes of the shoreline were made during May survey and one pass was made during the July survey. The WolfCreek corridor was surveyed with an upstream downstream pass and the Wolf shoreline was surveyed from the water side. 18 Figure 7. ~brbled murrelet §urvey sites where dawilH watches were: Shown as an over!~y ;dmlg with ~be peil§tockl~ramsmis§ioli1 topographic base map. [9 1000---""" -0 0 0 0' -------- NQrthern Goshawk: Surveys were conducted along the penstock and transmission corridors using recorded goshawk calls and methods described by Kennedy and Stahlecker (1993). Survey points were spaced at intervals of approximately 200 meters (656 feet) using a subset of the points used for deer habitat assessment.' Surveys were conducted in late May and mid-July 1996 during the nestling and early fledgling periods when goshawk response rates are highest (Kennedy and Stahlecker 1993). We used a commercial recording of and female goshawk alarm caUs from PS Media. Lakewood, Washington. We used Ii Sony CFM~IO portable cassette player that produced 80~85 dB one meter from the source. The male alarm cal! was used at all stations and the female cali was used in addition to the male call when responses to the initial broadcasts were detected. Broadcasts were directed to 60° for 10 seconds, 1800 for i 0 seconds, and 300" for 10 seconds for a total initial broadcast of 30 seconds. The observer looked and listened for 30 seconds, then broadcast again at 60<) for 10 seconds, listened 30 seconds. broadcast at 180 0 for 10 seccmds. listened for 30 seconds, broadcast at 300" 10 seconds and listened for a final 30 seconds. The total sampling time at each station was 3 minutes. When a gosha.wk was detected. the observer recorded the station number, time of detection, type of response, and direction of the response. The 3-minute broadcast and listen sequence was then repeated using the female alarm call. Sitka Bla.ck-tailed Deer: The U. S. Forest Service has developed a rapid assessment method for black-tailed deer h.abitat in Southeast Alaska to assess forage quantity and quality, and winter snow conditions. Forest stands along the penstock and transmission line routes were evaluated using the quick-cruise assessment method (Kirchoff and Hanley 1992.). Site assessments for winter habitat fOK Sitka black~taHed deer. a primary food source the Alexander Archipelago Wolf. were conducted. at 77 stations along the transmission line route and the penstock route to an elevation of 1000 feet Neas above 1000 feet are onow utility for winter habitat for black- tailed deer due to the depth and persistence of the snow above this eievation. The areas affected by proposed project above 1000 include a large muskeg meadow with several small lakes and the forested areas surrounding Wolflake. Stations were grouped by forest stand type based on a forest stand inventory map provided by the U. S. Forest Service. The forest stand inventory map describes homogenous stands by dominant overstory species. timber volume, and amount of decadence. The forest inventory maps were updated based on an infrared aerial photograph provided by AP&T (Figure 8). Forest stands are classified using the Forest Service plant association key for southeast Alaska (DeMeo 1992). Sample plots were distributed aU forest stands along the construction route at intervals of approximately 100 meters (328 feet). Sample stations and their locations are listed Table L Mean values for black~tailed deer winter habitat quality were calculated for each stand. Pellet group surveys were conducted within a 6~foot radius circle around the cruise stations to get an indication ofthe use oftne various stands by black~tailed deer. Pellet group surveys were 20 Figure au (1971) of the project area §howing !llt;a~d bOil.lEidarie§. NUl£!mbered staJlllds are iD Table III (p 2l ~ ••. Table f Habitat S~mple l.,o(:atioils S~Mld I Descri~ritl)£ll !Plot ~o. J Loc2ancn f m) 'EI~atian (ft} .. _ S ;H.§-4H ; 6i iP0700 _ i IH4-4H ! ! !i : 18 iP080S I 1000 Ii lH44H i 16 jP03SO 9@(j ~ I 194-4H 62 Ip0900 j 900 8 ;84-411 I 17 P()f938 890 9 IScL>600' i 63 P 1000 ! ~ 9 ISd.>iiOO· i 19 ip 1008 9 iS4:L>600' 64 !PlIOO 1 9 !ScL>600' 6S IpUOO 750 9 'ScL>600' I 20 PiJ50 720 9 lScL >600' 66 P 1400 i 700 , 7 IHS4-SHi 61 :P 1.soo : 66 1 :H£4.591 ! 21 P 1591 I ~ iScL <600' i 12 PliOO 1 to ! 10 iScL <600' 63 1"1800 I 540 10 S4:L <600' 13 Pl838 , 500 '1 H§4.5HI 69 PI900 , 5101 i 7 IHS4-SHI 24 .'%025 I 430 '1 HS4-SHI IS IPlIOO I J6() ! i IH§4.SHI ~:-~ I ~ i 7 I HS4-§HI "I iHS4~S81 27 ip D!56 I 140 ., H§4.SHI 71 tPl400 I 100 • I 1 H4-5HI %3 'T@lOO 1 H+4HI l@ 1"0300 ! '1 H4-4HI l' 1"0400 ! 1 iH~HI 1 '], iH4-4HJ :I [TOSOO 1 H44Hl 1 [TOStO I 1 H44H1 <3 1"0555 [ :2 H4-4HI 31 1'0600 I 2 84-4111 I 31 T0700 1 H4-4m ! lJ TO!OO j I 1 H4-4HI I 5 1"0807 i ! I 1 H44HI J4 1'0900 1 'H44IU , 1 70%0 i I 1 84-491 I S T~60 ! 1 H+4HI 1 6 T~81 i , i 1 H4-4iU I Ii» TtOOS I I 2 844m 1 to TUH 1 22 no 260 ~410 1.00 17S 6 100 -~. 10 100 100 6 :H~!Hi JlOO '7 'HlS+5HI lilO 7 iH S4-SHI 100 ., lH~siu 100 I 23 conducted using the c.-""nn", .. n methods used by Robinette and others (1958). HarleQuin Duck: harlequin duck were conducted along the primary and secondary outlet from Wolflake to the lower pond and as access was available WolfCreek in May and July 1996. Nest selection and egg~laying start in late May are out of the n.est and feeding in streams by early July. The were walked to nest sites in. May and to look for broods foraging in the stream in July. Olive-sided flycatcher: No separate surveys were conducted for ohveasided flycatchers, nor were general surveys of forest birds conducted during this project. Observations of flycatchers were observed during other wildlife activities. c. R!!inbow Trout EchOlocation. direct visual observation and catch~and~release methods were utilized to assess the fish populations in the Wolf LakelWolfCreek system. During the April field visit, Wolf Lake was scanned from the boat with the fishfinder to determine the presence distribution of fish in the lake. The nearshore area of the lake was assessed by circumnavigation oftkle perimeter between the shoreline and depths of 40 feet across the lake body were done coincidentally \\ith bathymetric studies described above. observations accessible length WolfCreek and around the margins system were to identifY potential habitat to identify any present Extremely briefhook-and-line both Wolflake and in the lower pond (a few each). During the May and July field. visits. extensive direct catch efforts were throughout the WolfLakefWolfCreek system in addition to the echolocation examinations of WolfLake. In addition to methods used for larger minnow traps and a 1/8" mesh beach smaller fish. The seine was only used during the July field .,"'''''' ... ,,''' Pond region. AU captured fish were measured on a fish board and. when practicable, with ChantiHon 2.0 or 5.0 kg hanging scales. it was impractical to weigh fish of length than approximately 12 cm. During the May fleld visit, fish in excess 14 em were marked with Floy dart tags just beneath the dorsal fin. fingerling tags were also used during the July field visit to tag flSh less than 14 em in length. the July marking period, scales were removed from the cauda] area 15 fish of various age analysis. The fDA~approved anesthetic methane tricane sulfonate (MS-222. Aquaculture) was to quiet fish caught during the July field effort Captured fish were quickly transferred to a bucket of water MS-222 at a concentration of approximately 100 mgIL for 2 to 5 minutes. Following measurement and tagging, they were in a bucket of fresh water until regaining full at which time they were released. 24 Statistica.l analysis the lengthaweight data was conducted by standard parametric analysis (Snedecor and Cocfin:sne, 1986). Condition index for paired measurements was computed as defined in , 1995. Anadromous Salmonids: The short anadromous reach of WolfCreek was examined the presence of spawning habitat and salmonid fry during the April field however the water in creek was so great that it was not possible to see through the turbulent water. area was mapped during May and J illy visits when. the flow was substantially lower it was possible to see the creek bed. Weekly monitoring the anadromous reach the creek for adult salmon ids began the of August 18 and continued through week of October 14. Visits were scheduled to coincide with flood tides and data collection included species present, numbers and sexes individuals. fish behaviors and location redds. In addition, weather data, streamflow and water temperature measurements were taken during each visit. D. The sensitive p~ant was conducted May 23 m through 29r.il and July 18 th through 2611; ! to if any sensitive plants from Tongass National Forest Sensitive Plant list could be located. Specifically the list included 11 plants species lmOW'll or to found vvithin the Craig Ranger District. Pre~field work included reviewing historic sightings and locations of these plants found during previous field studies. Blooming dates and potentia! habitats for each were d.etermined prior to the visit Preqfield work revealed that majority of are located within the lake margins, muskeg. or wet meadow environments. focus survey was intensified when these habitats were encountered. botanist for the USDA Forest Service, Alaska RegiOl1t.Ma.ry-Stensvold. was contacted to establish sensitive plant survey protocols, as used by her crews. This format was foHowed during both in-theDfield. visits to the proposed project sites. includes. daily data forms that indicate intensity level of the search, areas searched, and map locations. In the event a sensitive plant is located, fornrl.s were prepared to coincide with information required by Alaska Forest Service. This includes habitat canopy cover biotic elevation. population size, and forested plant associations. Additionai infom1ation such as soil types, landforms, Stope, phenology and population health, \\-'as considered.' Procedures during the field work May induded surveying the proposed site, recording forested plant associations and identifYing early flowering plant At this point severa! plants, in vegetative or eady bud stage of maturity, were identified to a genus leveL Locations were and were further keyed, to a level. during the July visit flowers were mature. 25 Vv'hile traveling through the transmission line corridor. grasses, sedges, orchids and other suspect flora, were collected and pressed, to be keyed later to a species leveL AU locations were recorded using metric measurements from a hip chain, beginning at the north end of the project near Honis. Similar measurements were also recorded from WolfLake, through associated wetlands, and down Wolf Creek riparian corridor. These measurements start at Wolf Lake, then descend in elevation down the riparian corridor to the boat house and proposed power house station. Photographs were taken when a plant was suspect as a species of concern. Areas surveyed were primarily within the project boundaries. This survey was not meant to be a comprehensive study of sensitive plants for the entire area as might be conducted by Forest Service personnel. 26 V,RESULTS A. Mapping Bathymetry Prior to the field efforts, base maps were constructed from USGS USFS maps and from high altitude aerial photographs. These maps identified major provided low resolution elevation data (100' contours). the field efforts, coordinates were collected for major features, including lake and pond margins, streambeds and significant habitat areas. [n general, readings were only in the Wolf pond system area above an elevation 850' MSL, since forest canopy and steep slope interference below this elevation masked necessary satellites. coordinates, along with field notes and diagrams were used to produce the final included in this report. Bathymetry of Wolf Lake is shoVYn in 9. The depths shown on this figure represent water levels during normal high water as measured during the April field visit foHo\\-ing snowbell. As water levels fall during the summer, the lake level approximately 4 \12 feet, as shown in photograph taken during the July field visit 10). Spring runoff high water would be at the vegetation line shown in this photograph. Both 45 foot depth are shown on 9. In addition, at 100, 150 and 200 foot depths are depth profile Figure 9 follows dashed line A-A' on the plan view. B. Marbled Murreiets Surveys were by experienced observers and by project personnel on 6 mornings in late May 1996 and 4 mornings mid-July. Twelve moming surveys by the Senior Wildlife Biologist Wildlife Technician 5 additional surveys were conducted in. May. Marbled murrelets were heard or observed during 11 of 12 surveys by wildlife personnel and 1 of the 5 surveys by other project persormei in May. An additional sighting occurred evening of May 26, 1996, when a single mWTelet flew north over the campsite on the shore of Wolf alx>ut 15 minutes sunset The bird made the "jet sound'" as it flew directly over the camp. Murrelets were in the near shore area in the bay in front of the Boatworks on several occasions. Marbled murrelets were observed in all transmission and penstock route and at Wolf on 4 mornings surveys by the Wildlife Biologist and Wiidlife Technician were conducted. numbers of marbled mUITelets were hea.rd or observed during surveys conducted in July. Murreiets were observed in the near shore area in the ba.y in front of the Boatworks 27 re 9. Bathymetry of Woif Lake. Bathymetric contour extrapolated from a series oftn'!lD§ects across WoifL.2lke aJtrnli arolUr1ld Lake margins. 28 _---25~ conto~n: line __ ----50~ contour line f ~ 2.i I:i ~~ 'if if ~ [ ii! ~ t A t: AS rr Spring runoff I~ke level is approximately show!I] in photogrpil. lO.b Hne$ 011 boulders ~rot!lnd tthe ue poUen deposits heavy release! occurriJI]g pedodicaHy while lake levels wen~ IAn,.,,..,,,. 29 the marine shoreline toward Hollis. surveys show much higher observation fates July, is consistent with the activity associated feeding young in the nest (Table II). Observers 1 and 2. are the Wildlife Technician and Senior Biologist which have training and previous experience murrelets and had consistently hi&rher numbers of observations. The hiQh levels of . ~ ~ in July would that there are high numbers of active nests at the mid-point the nestling period in the areas The total number of detections ranged from zero to 15 and from 2 to 108 in July. Observation frequencies were much higher than in May due to the activity as adults murrelets make trips to feed between the near shore areas and upland nest The highest numbers of detections were in the WolfCreek in both May and July. southern end ofthe transmission corrid.or, near Hollis, had detection rates. These ".,.<lIneu", were upslope of a large which may have significantly reduced the available habitat The two westerly-most stations (T 485 and T 650) were surveyed in both May July. One other location, the south shore of WolfLake was also surveyed twice with aU locations being surveyed once. addition to the formal morning surveys, marbled were detected every evening during the July field trip from our sites. fakons were observed other wildlife activities, surveys for ~!.'W-!l~~ Twelve bald. were observed along the marine during the two nC()Dt!::r surveys on May 23, and 1996. All observations along the shoreline were ~rUlP~~n the bay north of Pellett Point to the peninsula that forms the south shore of Nanny Bay 11). Five adults and two subadults were observed during the May survey. Five adults and two old nests were observed from the helicopter in July. One of the old is on Pellett Point the second is on the south of Nanny Bay_ Both nests are locations formerly identified by ADFG as bald eagle nest Neither nest was occupied looked like "";;, nest building activity had occurred add.itional adult bald were along the shoreline between the Bootworks and """'" a smail ooat on July 21, were at Forty Pound Point and One was on the Nanny Three additional one adult and two subaduJ.ts,-were observed the """"""''''''11',." of May 27, 19%. near t."'ae end of Wolf Lake and soaring on the ridge north of the eagles were frequently heard during morning surveys for marbled murreiets at near t.l-ae coast Most of the bald eagle activity was associated. with the marine shoreline subadults were seen perching and flying along the shore. The eagles 30 to use the 31 Figure 11. Bafd Eagle nest sites shown on topographic base map. Open denote eagle sitings during '''''nit .... surveys in 1996 and circles with an ~6X~ denote (unoccupied) nests. ,;W 32 • .. o ,( " , . ··;;ff}.o,i"'-• • ..... f'\ '" " .".", .'''' -' .-i i ,,-, '~ , ' '~ -------------------- lake as Ii area, although they were not seen perching along the Northern Goshawk: Surveys for northern goshawk were conducted at 38 stations in July. [n May, the 27 sites used for deer habitat assessments and II around. WolfLake were surveyed with no response detected at any of the ""'!>itt" ... ", response from a goshawk was detected at station 4 near the HoHis end of the corridor. response was distant and the bird did not approach the A eagle responded to broack:ast at station 59 which is at an elevation of 100 south of the orOOO~iea Northern do not appear to be very abundant nor active along the transmission penstock July surveys were conducted at the peak of the nestling when response rates are and nest territories are defended vigorously (Kennedy 1993). Goshawks are unlikely to have nested near the proposed project in 1996, based on our survey results one season. D. Deer Winter Habitat ae!.me:3te:o: in study are shown in Figure 8. Sites along the transmission line route elevation along the penstock generally have scores. Several deer carcasses appeared to be wolf kills were observed throughout the area in May. Most were older adult Two additional transmission based on the tooth eruption pattern. One the eruption and significant tooth wear ... "" .• "',"" •• carcasses that appeared to be wolf kins were observed during the July trip. The quick-{;ruise method evaluating black-tailed deer winter habitat "'"v., ..... ' ........ production and snow conditions to give a combined score for a that are considered indude the abundance of low-growing blueberry three preferred the presence or absence of three species with high the nutritional quality based on the overstory canopy closure. Snow conditions are elevation, distance the coast, the number of larger trees as measured amount and of the slope, and the amount of wtnter shading, measured In general, sites there is an overstory elevation dose to 12). higher values for winter habitat when the forage items are more of intercepting the snow, the sites are southQfacing, and at coast. Raw data all sample are presented in the Appendices. Summary data were tabulated by stand the 10 stands along the penstock and transmission line rOlltes (Table III). Eight of the 10 are classified as old-growth forest stands with a high amount decadence, that is trees. Mean scores are highest for the two low elevation Shrubs (Bli.le~rry) (20 pu) Abl.!rdafl.C", wi en i f\ (\" p! Cl ~ ~lye~rry Cov~r ~ ~l~fte ~~i~h~ » 7'5%.« Hi 50-75%.". 1:1 25-50% •.• 6 l:i<::lH t>:i SI$ !!W1!l 5'2,5%., .. #" <: .I.' .... 2 \·5% ••••• z > 4' 00 •• 1 I:Ibsent ••• 0 For~s (Bur~h~rrY/Goldthr~aci/5le~f ~r®mbte) 1S pt~ A~nc~ ~ithi~ 6' plot C(}VIllF .. 20'% eo •••••••• " .. 15 5-20:% ••• _ ••••••••• to 1· 5% • « oQ' • " ,. .. "" • s ~w~ritier&l ~~ljty (5 pt~# OV~I"S~Qry c~ i:!litMn H3t!' $~~ .. 40% ....... " ...... 5 « 402: ""." ........ '" ,,_~=_==, l'ligi'l \lillloo Spec1l!l$ Ilitl'iil'l HIO' stlUd (10 pt$) l'lY<:k l eOOt"1'"'Y Pr@setlt ." ••••••• " _ , l, ~~ie .•... ,,, .. , .• -~~~ __ ==' !tI:Yl'Ik es~g~ Pr~Mt •• "" •• "" •••• ;$ A.b$efI1: .,' 0 •••••••• " ", __ =~=_, $ili~~~ r(lrM Pr9""~t •••••••••••• J A~@f'l~ •••••• , •••••• ~~~.=-= __ 'lj SflOOfill t (20 Pu) Elev~ti4fi '15 ~ts) 0-500 ft. " .... .,.15 S()CHOOO ft 00 .. " •• to 100!H500 ft " ..... 5 > 1500 h: '" 00 ..... ~~~~~=~, ~i$~~@ fr~ C~s~ (5 ~t~) ~ 0.5 milCil ' •••••• 00 5 a.S·l.O liIit~5 « .... 3 " l.a fln@$ ... ,. ••• s~ rnt(;Fcli?Ptioo 1~ f:lU~ ~I!:$!ll Af"GlI§ 1~ e.:~t ..... n.15 @.1jI ;';Q\$\\';; • <0 .. ' H 13 61-" CelGlt , ••••••• 11 1.·5 e~~ ......... ~ 2-1 t;;(lIJl'!f/: ..... <0" (" $noo ~t~ OS ~U) Sl~ ti~ A$peet (1Q ~ts) $cYtl'i •• 5 {~r~) «15 •••••• , ",!1J ,00 ... 2 Si'!!;i,t!i~ (5 ~til) \,le$L •• ~ e~$t ... 2 l!orth •• O Fi@L •• 2 ~llll to ~OrilQfi: ~ 30 ~r~ ••••• O ~5·j(l ~r~il •••• l .. 1, ~r~." ••• ", __ ~==_, 12) TabEe III black-~iled deer winter habitat suitabiHty scores by stan.d from quicK-CnJlSe metbod Stand . No. 1 2 .3 4 5 6 ·HS44iR , 'BS-4 u 5HJ 8 8.4-48 9 10 X with lowest volume c of timber. Stands 2 and 5 both are classified as having 8 20 thousand board-feet acre. This volume appears to provide adequate snow interception, on basal area, openings that provide for forage production. A third stand, number 8, r.as the same volume, but is at a higher ele\'ation, farther from and had forage production. Consequently, it much lower for wmter habitat suitability for black- tailed deer. scores along transmission corridor ranged from a low 52 stand 1 to 7 for stand 5. The single station in stand 1 had lowest score of the stations sampled. remainder of the stands along the transmission corridor good to excel value for winter habitat for blactHailed deer, although within stand variability is High within-stand varIability is probably due to stochastic distribution of small-scale patches that result from blow~doV.l1 in coastal groVvth forests. :L Other \VHdiife late May, flows along the secondary outlet from Wolf Lake were nm sufficient harlequin duck although nesting habitat is avaHable. Harlequin duck .",,.,,,,,,,,,,,,.,.,,,,ri breeding habitat is cold, flov"ing streams (Bellrose 1978, Johnsgard w'hich are present in the project area. Suitable nesting and habitat occurs along the primary outlet from and along Wolf Creek, no hadequin ducks were the surveys. Nest site and start in May and broods are out of nest and in streams by early July. Harlequin ducks should have observable during the surveys if they are present along WolfCreek. No hadequin ducks were observed along the marine shoreline in conjunction with other wildlife activities. ~~~~~~~~ Olive~sided flycatchers were heard on two mornings from murrelet observation stations in the WolfCreek in May and July. The numbers afbiras: ~ appeared to be low. None the habitat ad.jacent to Wolf Creek will affected by the project and no adverse effect is expected to' this species. A total of 88 rainbow trout were ca,ught and in th.e Wolflake system during I Seventy-eight of these fish were tagged Floy dart or fingerling Matched weight length measurements were made on 56 of the most the remaining tagged fish were too small to and only length measurements were taken. fish were caught in minnow traps, two the beach seine and the on hook and line. Only 4 mortalities were no~ed ill newly tagged fish. One other tagged fish was found recently deceased rwo months after it was '"!,", . ..,''''''' Statistics for captured fish are presented m the appendices and a summary the weight, 36 and condition statistics for fish captured in the three main habitat areas are sho\\.TI in Table IY of all 88 fish caught ranged from 84 to 445 mm, Vvith a mean of 133 mm mm). Figure 13 shows the length distribution of rainbow trout in the Wolf Lake 1996. Weights of the 56 fish which were weighed ranged from 5 to grams, Vvlth a mean (S.E. = to gm). The calculated condition index for all 56 fish from which paired measurements were taken ranged from 0.25 to t. 8-1-, with a mean 0.76 (S.E. = 0.05). Only four fish captured in 1996 (4.5%) exceeded the Alaska regulatory minimum of 12" (305 mm) for recreational anglers. Fish were captured in four distinct habitat areas during 1996: 1) Wolf Lake. 2) station pool just below the WolfLake outlet, 3) the Pond System In the the gauging station, and 4) in WolfCreek below the outlet of the Lower were detected by echolocation in Wolflake during Almost all the nearshore regions of the central northern and central southern margins at depths ofless than -1-0'. The shorelines most areas of quickly to waters (see Figure 9), so that the -40' contour is less than 100 feet shore, except at the eastern of the lake. Because of the steepness of the sut'me:rg~:d trees were common throughout the "''''''l'~:I'!'''", brown waters of the lake (presumably from humic to less 10 feet, so that echolocation sightings "fish" have in I::n1'1.mi='rcr~·'" vegetation. a fish were directly observed from the boat; aU of these sightings took place in waters «8') of the eastern end of the lake on swmy, calm days. No were ever nn'~f''nilfi>n .... u'v ... j<:, or breaking the surface. May visits~ approximately six hours ofhook~and~line VIaS the Lake. These efforts resulted in the capture of only one although it (44.5 em; 550 gm) captured in 1996. During the July visit, an additional 8 hours in the capture of 12 fish in the lake. Average length WolfLake was 216 mm (S.E. = 21 mm) and the average weight of the 12 vvas 100 gm (S.E. :::: 29 gm). Two fish were captured in the east-southeast nnf''fu'u",~ it~: and aU of the rest were taken off the northern or southern shores .. n.""·"""V, the lake. For fish cau.ght in the Lake. there were usuaUy two __ " ... , .. ", ... , were not captured .. During the April field visit, two fish were seen in the by the USGS station below the outlet of WolfLake however a month later, during the May 'Visit, this pool was well populated with fish, many of which were in spa\\l1ing when for measurement. Spawning was observed in this pool on May of 37 were at this site, wlth 33 of these being captured dun ng the raggea: fish were seen in pool during the July visit, but most fish had obviollsly 37 Location Wolf Lake t,USGS Pond System Total: .~==- 30 -,-.... TABLE lV Rainbow T (m.t Statistical Data, 1996 Wolf Lake System, PWI, A!aska ----------------""---- Figure 13 Rainbow Trout Length DD~tribution Wolf Lake System, 1996 Q..<iiS 50-99 100-149 150-199 20Q.-2<l~ 250-299 300-349 length mm 38 One tagged fish was seen upstream at the base of outlet faB in July. Fish captured in the USGS pool were more uniform in size than other areas, with a mean length of203 mm (S.E.= 8 mm) and a mean weight of 100 grams :: 11 gm). Middle and Lower Pools: Thirty-eight rainbow trout were captured in the pool system during r996, with 14 captured during the May visit and 24 captured during the July visit More smaller fish were caught in this area, particularly in the Lower Pond region, so that the length and weight averages were significantly lower here. The average length of aU fish was 153 mm (S. 6.4 mm) and the average weight of the 17 weighed fish was 11.1 gm). The majority of the fingerling tags were used in this area. WolfCreekbeiow the Lower Pond Qutlet: Eight pool or rime-run sites along WolfCreek between the Lower Pond outlet and the creek mouth on Twelvemile Arm were fished with barbless hooks during the July visit to determine presence of rainbow trout Due to the inaccessibility of much the creekbed In the ravines, only these sites could be conveniently sampled. Small trout « 150 rnm) were immediately hooked at all eight sites, but released without measurements. ConditiQo Iru1ices: condition index (C.I.) for fish at sites was quite low, \v1th a mean of 0.76 (S.E. 0.05). appearance, the from all habitat areas were uniformly slim ("snaky"), although "Wi.thout the extremely enlarged heads sometimes seen with low condition indices. Four mortalities were dissected in field. These fish had smaH quantities of in the but lacked the ~~""""'''-ll>-'~"""". No spawning areas were detected in WolfLake. The inlet area was inaccessible to the fish since the major stream went underground approximately 100 yards from lake margin. The gravel and shelf in inlet area contains areas that would appear to be appropriate for redd construction. but no fish were seen in the area no evidence ofredd formation was visibie. A thin layer of brown detritus covered the lake bottom in all areas, and spawning activity would have been obvious as cleared areas detritus. Just below the dam outlet of Wolf the pool adjacent to the USGS gauging station includes smail gravel and sandy a.reas (approximately 30 square in total area) that appeared to be satisfactory spawning habitat. Spawning was observed at this site on May 24 and 25. Surface foam and debris at the site prevented close examination of spawning activity, but several fish were active, including at least three which yellow Floy dart During July visit, emergent fry were seen in the pool and a fingerling was caught in the minnow trap at the site. During May visit, spawning was observed in the outlet area of a sand-gravel bar was heavily utilized for redd construction. At 12 trout were seen in display activity (Figure 14) and. three females, including one tagged female, were observed spawning with several males During July visit, this site was significantly more excavated 39 14, 14.a trout in sandy gnal'v:e[ section of \Volf Creek near outlet of ~iiddie Pond Figure 4). 14,0 R~inbow ~rout reads in lower Pond near the inlet stream are evident as cleared talreas the brown detritus covering the sandy grave[ bottom. 40 than when observed in May, suggesting a high degree redd construction activity continued and downstream areas in past May. Emergent fry were commonly see in Just south and west of the Lower Pond inlet the bottom is a broad shallow shelf of gravel and As in most areas, the bottom is covered Vvlth a thin layer of brown Redd formation was obvious in this area during May visit by the cleared lighter colored of gravel that could be seen across the shelf area (Figure 14). Spawning was not directly observed at the site, although fish were seen in the area in treat displays. During the July visit, these cleared areas were still visible. fry were also present in this area during July. G. Anadromous Saimoniej Resources in Wolf Creek Pink salmon were first seen in the WolfCreek mouth on September 5, 1996. Three males and females were actively spawning about 60 upstream ofthe MHHW line. The bottom in area consists primarily of 2~ 10" and rocks. On September 11, three males and 6 females were seen holding the stream, but no spa\\'TIing activity was observed. On September 19, nine males and eleven females were seen. Three female and two males were spa,\\<lling in the intertidal region about 60' below the MHHW line in a rocky area with little gravel. females three males were observed spawning approximately 100' above WffiW, and more were holding in the pool beneath the whitewater fall. On September 27, a total of 5 pink salmon were seen. One female was holding in fast water about 50 feet above lVfHRW. one male/female pair was spawning about 70 above rv[HH\V, and two female pinks were holding in the pool below the faUs. No fish were observed either the intertidal or the stream reach during subsequent weekly visits. chum salmon been observed in the vicinity of the creek during any visit in 1996. 9:. Sensitive Plants Although. many wetland habitats were surveyed and examined closely, no sensitive plants were identified along transmission line. Wet meadows. muskeg environments~ streamsides were surveyed below Wolf especiaHy within proposed project boundaries, with no sensitive plant species from the list sighted. The lower ponds and associated wetland edges, and areas which might be impacted by project, were closely examined, again with no signs of sensitive plants. The meadow areas below Wolf Lake were not intensiveiystudied, as it is unclear how, or if, this habitat would be impacted by the project. more intensive investigation may reveal the presence of sensitive plants within areas. For the most part a thorough search was conducted with in the proposed project boundaries: the transmission line crossing, penstock descent, WolfLake and associated pond perimeters. When descending the WolfCreek corridor along the proposed penstock route, side creeks and the two meadows where the penstock would cross were closely examined. No species of concern were located. 41 One species of bog orchid Platan/hera gracilis, on the sensitive which to some confusion. Not only there been some debate the species and been another genus, Habenaria. applied to this same orchid. One of the synonyms Platan/hera gracilis is Platanthera .'\accata while another is Platanihera saccata var. graci/lis. Platan/hera .mccata was seen throughout the proposed project site in wet meadow habitats, populations of 100 or more were common (Figure 15). confuse matters even more, Platanthera dilalata wJ.r gracilis is another s}l1onym. Pla/anthera dUa/ala, an orchid with a flagrance of gardenias, was also in numerous location populations. The accepted. description and name, at this is Platanthera gracilis. It is differentiate from P. saccata by a linear spur, longer lip. Specimens of Platanthera dilalala and Platanthera sacca/a. collected in the field, not match this specific arrangement. While proposed transmission route in May, another orchid was suspected to be Platanthera chorisiana. The location of this orchid was approximately the Hollis end of the trail(Plot # 1 I in Stand 3~ see 8 and Table I). The plant \vas immature, with only a floral stalk and closed buds, but the and size of the double basal leaves matched the key diagnostic features for this orchid. the field visit in July, the flowers of this orchid were in fuB bloom and the orchid to Platanthera orbiculata. another bog-orchid. One additional sighting of this along the transmission 3700 meters from the of the trail, was seen recorded during the July survey. 42 Figure 15. Photographs of the single ROlllnded Leaf Bog Orchid seen along tbe transmission line route. 43 VI. DiSCUSSION A. Bathymetry The north, and west sides of the lake drop steeply to depth, so that the contour lines are nearshore in these areas. At the eastern end of the lake the bottom at 8 to 12 feet for approximately 175 yards before dropping below the 25' depth contour 16). Except for eastern end of the lake, a 25' drawdown will result in shoreline of less than 50 feet lake margin. One notable exception will be the narrow promontory that extend 125 vards out into the lake from the south~southeastem margin the . - lake (just "",est of the tloatplane loading site). As shown on the diagram, this promontory comes to within of the surface, so \\111 be exposed to a height of approximately J 3 feet at full exposure, this promontory is weB to the south of the and by floatplanes and will not pose a hazard. B. Marbled Murre!ets Potential impacts to marbled murrelet nesting habitat from the proposed Wolf include: disturbance during the construction phase from noise and activity, and b) PH'>!""'''' of clearing the penstock and transmission line routes. Murrelets are very am;mlSSH)fl and penstock corridors being readily detectable all but one May survey. Some disturbance of murreiets during dearing for construction routes may be unavoidable. Minimizing the removal of large conifer trees nest sites vvill disturbance. There should be no effects to maintenance and operation of the facility once the clearing and construction are C. Raptof5 "-'-"'-'-""'='-="""'-'=..;;.:.."'" Only one northern goshawk was detected during the response times. A reported earlier occurrence of a femaie ","v,n,,,,,,, could have been a migrating individual or chance A""~"''''''!ll''{\''' is suitable nesting habitat along both the transmission in some years. Based on our one season survey, the f'I.4'U""'-" goshawks in vicinity of the project are very low and there does not appear to territory nearby. D. Deer Habitat Potential to wintering habitat from the proposed Wolf Lake Project include: a) short- term disturbance construction phase from noise and activity, b) long-term of 44 ':'}a/{lnlheva oriJicuiata were taken in tall -~',ilfh hi:xdde;;s .E<--f..t !}(:hc ~tenl {otter' strictly basa[) ~he te-vver wiu~ ro;]nd the upper sOfne\vhat mere ac-ute. Tbi:;: S;JcC!:11~n '\'(~, mat un: hiossol11S m July Twc sc'parate sm"Jl populatlons were found along the ;Jroposed t,~!JS!l1i$"ion HolLis end of the traiL re Photographs ohae shaUow eastern (outlet) of'Wo[f Lake taken in July, 19~:N'j9 showing the submarine features wbich would be exposed lake drawdown. Aerial photograph looking across lake on an overcast day. Aerial photograpb looking south across on a surmy day. 45 increased hunter access from clearing for the penstock and transmission line routes, and c) periodic disturbance from maintenance activities the life ofthe facilities. The dearing for the corridor wilt have a negligible effect on the amount deer \vinter habitat, particularly when compared to the clear~cllt logging which has occurred along the transmission corridor. The most significant effect wtH probably be the Increased hunter access. Access control including vehicle barriers can reduce this effect and minimize the hunter access. E. Other \VHdlife HArlequin Duck penstock route is not directly adjacent to WolfCreek and will not effect the available nesting habitat along the creek. No harlequin ducks were observed during the wildlife activities, but they may nest and rear broods along the creek. The Alexander Archipelago has some of the highest harlequin duck populations of any area in North America and the creek has suitable nesting characteristics. F. Rainbow Trout Resources Rainbow trout are present throughout the Wolf LakeIWolf Creek system. The absence of a surface inlet stream and the lack of observed spaVvTIing areas in WolfLake suggest that the spavvning activity observed in the USGS gauging station pool just below the lake outlet is the major (perhaps the only) site where lake reproduction occurs. log dam at the outlet has channels beneath the woody debris that must anow fish to migrate between the lake and the pool site. No tagged fish from the lake or the pool were recaptured in the other habitat, during the 1996 season, however we tried to avoid catching previously tagged fish in an effort to maXImize numbers of tagged fish this year while minimizing mortality. Catch efforts in future years wiII reveal whether the tagged fish migrate between the USGS pool and the main body of the lake. During the low flows observed in late July. it is expected that even recently emerged fry could readily migrate upstream through the log dam to reach the lake. Immediately dO\\<l1stream of the USGS station WolfCreek drops rapidly over rapids that form a permanent bamer to upstream migration from the pond system in the muskeg meadows below. It is likely that some fish, especially sman fry, are washed downstream from the USGS station to ,';:;:'i contribute to the trout population of the pond system. The reaches of Woif Creek above and between the Middle and Lower Ponds have relatively little elevation drop 510 that fish can probably migrate throughout the pond system. However, immediately past outlet of the e"'&: Lower Pond, Wolf Creek again drops rapidly through barrier rapids which prevent upstream migration. fish entering the lower WolfCreek system face an extremely fast channel, especially during high runoff periods, in which only a few small pools and riffle run areas exist between the Lower Pond outlet and the creek mouth where it enters Twelvemile Arm. It is likely that there are no resident populations ofrainbow trout in lower WolfCreek, and the trout that were 46 captured its length july are normally washed out to sea during' runoff three habitat areas appear to support the trout population In the "Volf f Creek are: 1 }Wolf Lake, 2) the outlet sp:nmmg area in the station pool, and 3) the muskeg meadow pond system. ReproductIOn in the USGS contributes new fish to the and, by \,,-ashdov,m, to pond Reproduction <: the Lower ponds contributes nev,,' fish to the whole por:d system, as \vel! as lower reaches of Wolf Wolf and fts outlet system receive water entirely from drainage while the pond system receives water from both the lake outlet and additional surrounding drainages. Population estimates for the project area cannot yet made from the available data, but capture/recapture efforts calculation of predicted population experience suggests may be on the order of 1000 trout in the size \vere found throughout three main habitat areas. The most notable data is that condition index of fish for measurements were make. averages ail three areas are low (Table and are reflected "snaky" appearance of fish. Condition such as fish are nourished. Stomach contents consisted entirely of flying snails, worms or larvae were noted in the fish examined. Vv'hen cursory examinations of the CreeKC)ea were during visits, virtually no stream invertebrates (snails, worms, fly were seen anywhere along the length of creek. were these: invertebrates rocky areas of the Together the that no fish populations in the it appears that there is no adequate food present to support a healthy :recreational . Anecdotal reports suggest is very lOW fishing pressure on of these populations, yet only 4 fish onegal size were captured during I Following the introduction of20,000 fish into the lake 1963, the never developed as hoped. report ADF&G (1970) the disappointing performance suggested follow up studies might reveal the reasons. further have been performed on the until current study. Without management the Lake system will not a fishery. It is likely that only a enrichment program food chain productivity to a level would a fishery of any G. Alrnadromous Sa!monid rees \Vo[f Creek Small r:umbers of Pink salmon (range=5~20, average=l1) were observed in the intertidal the region the Wolf mouth during oftne site VISIts in September, 1996. Spawning behavior was in the freshwater reaches of the three and in mtertida! region one VIsit Spavming occurred primarily in areas with large 10") gravel and cobble. On the one visit in which fish were presem 47 spavvning was not observed, there was high water flow in the creek and it is possible that spawning was occurring in the poot beneath the falls but not visible due to water turbulence. H. Sensitive Plants Throughout the proposed project no sensitive plants from the Tongass National Forest Sensitive Plant list were identified. Sensitive plant surveys are currently being conducted by Thomas Belfield on of Wales Island from Thome Bay Ranger District. He is large populations of the Bog Orchid from 400 feet to 2,200 feet in elevation in similar to the areas below Wolf Lake. The taxonomic classification of Platan/hera gracilis is vague and somewhat confusing, the species shows a deal of variation. Thomas has never seen orchid on the island and believes Platan/hera gracilis to be a hybrid. This species is discussion as to the accuracy of classification. According to Thomas Belfield, Platanthera orbicuiata, the orchid identified on the transmission line traverse, is much less common than the Chlons Bog Orchid. It is presently on the Nature Conservancy Rare list and will possibly by added to the list used by the Alaska ........ ' .... IU·,.. in the near future. Forest Service is interested in all recorded sightings of this orchid.. AU data recorded on this orchid will be included in this final report. 48 Vii. CONCLUSIONS Bathymetrv: Wolflake is a steep banked cirque lake which drops quickly to deep v,'ater along its northern, western and southern margins, At the eastern end of the lake, a shallow shelf extends approximately 175 yards out from the margin before dropping rapidly below a depth of 40', The 25' maximal drawdown of the lake which might occur the proposed project would extend the shoreline less than 50' from the northern, vv'estem or southern margin and approximately 500 feet from its eastern margin. A narrow promontory from the south-southeast margin of the lake would appear at drav.'do\\Tl, extending approximately 350 into the lake. drawdown lake surface \vould pose no additional problems for floatplane activity on Wolf Lake. Wiidlifs;: There did not appear to be any wildlife species that would be significantly affected by constructing and operating the penstock and transmission conidors. MarbJed murrelet surveys indicate that they are well distributed along the proposed construction areas in all suitable stands from shoreline to the elevation the lake. Careful construction which avoids removing any large-diameter nest trees should in minimal to murrelets. Once an actual route is selected and surveyed, the suitable nest trees could be marked by a biologist so that of clearing are minimized. Bald eagles win not be affected due to the location of nests and primary activity centers that are directly along the shoreline, The transmission and penstock corridors are at least 100 meters from the shoreline and win not effect eagle nest or roost sites, Clear-cut logging on State of Alaska lands has a much greater potential to adversely affect bald eagles, although the population numbers are very high throughout Southeast Alaska. Northern goshawks are rare in the study area, based on the results of one season of surveys. Measures to minimize to murrelets ",rill also benefit goshawks as they require similar forest conditions for nest and forage Sitka black$tailed deer and their predator. Alexander Archipelago gray wolf, \vill be most affected by increased access to the area" effects include direct mortality from hunting and decrease in physical condition due to increased energy expended to avoid people during the critical wintering period both species. Although the wolf is listed as a species of concern by the U S. Fish and Wildlife Service, it is managed by the Alaska Department of Fish and Game with a hunting an trapping season. Recent ADFG records indicate that approximately 100 wolves are legally killed each year on Prince of Wales Island. The effect of the proposed hydroelectric project will much less than this current level of harvest. No effects are expected on harlequin ducks or oHve sided flycatchers because their habitat is closely associated with the WolfCreek riparian corridor which will be avoided in constructing 49 penstock and transmission line. Harlequin duck brood rearing habitat affected the reduction summer flows once water is diverted to the f)';)wer However, since no harlequin ducks \,,.·ere along f Creek, this potential effect is minimaL Amencan falcons v"ere not observed and suitable nest on cliffs v.ill not be affected the Rainbow t:-out planted in Wolf Lake in 1963 have populated the system. Spawning areas were just below outlet to Wolf and in the pond below the lake. from the pond system are prevented from upstream by barner rapids below the Wolflake outfall. Spa'IA-ning occurred late May In 1 and emergent fry \-vere present by late July. Condition indices of captured and rainbovv' trout were very low in areas, and only .f fish 88 captured were oflegal SIze (l T). Stream and lake mvertebrates were rare. These observations mdicate that the habitats are not productIve and 'lA-ill not sustain a viable recreational fishery. Pink salmon began appearing :11 the mouth of Wolf Creek early September, 1996, and several salmon have been obsen;ed spa\\TImg in the intertidal area and the upstream area belovv' the \vhltewater barrier The substrate in these areas consists oflarge and rocks, so that may be little protective cover in the redds. No sensitive plants were observed project area. bog Plawnthera orb/cutaia, seen at two sites along the proposed transmission route, is not on the National Forest Sensitive Plant List, however it is presently on the Nature Conservancy Plant ""ill possibly by added to the list used by the Alaska Forest the near future. 50 VIII. References ADF&G, 1965 Lake Survey form, WolfLake ADF&G, 1970. Lake Survey Summary, Wolf Lake. ADF&G, 1996. Fish Resource Permit No. SF~96-034 issued to Aquatic Environmental Services for fish collection activities on Wolf Lake during 1996. ADF&G, Division of Sport Fish, Juneau, Alaska. Alaska Power and Telephone, 1996. WolfLake Fieid Study Plan, Wolf Project, Prince of Wales Island, Alaska. FERC Project No. 11508. Hydroelectric Alexandersdottir, M. 1987 Life history of pink Salmon (Oncorhyncus gorbuscha) in SE Alaska and implications for management. Thesis, Univ. Of Washington, Seattle BeHrose, F. C. 1978. Ducks, geese, and swans of North America. The Wildlife Management Institute. Stackpole Books, Harrisburg, Pennsylvania. 540 pp. Carlander, K.D. 1970. Handbook freshwater Fish Biology, Volume 1. Press, Ames, Iowa DeMeo, T. 1992. Forest plant association management guide: Ketchikan. National Forest. USDA Forest Service, Ketchikan, Alaska. State University Tongass Hubartt, D.l. and AE. Bingham, 1989. Evaluation of lake characteristics fish popUlation size status for three lakes the vicinity of Ketchikan, Alaska, during 1988. Fishery Data Series No. 110, ADF&G, Division of Sport fish, Juneau, Alaska. Hubartt, o.l and A.E. Bingham. 1990. Evaluation of lake characteristics and fish population size and status for three lakes in the vicinity of Ketchikan, Alaska, during 1989. Fishery Data Series No. 90-39, ADF&G, Division of Sport fish, Juneau, Alaska. Johnsgard, A. 1979. A guide to North American waterfowl. Indiana University Press, Bloomington. 274 pp. Kennedy, P. and O. W. Stahlecker. 1993. Responsiveness of nesting northern goshawks to taped broadcasts of 3 conspecific calls. Journal of Wildlife Management. 57(2):249-257. Kirchoff, M. D., and T. A. Hanley. 1992 A quick-cruise method for assessing deer winter Southeast Alaska. Habitat Hotline no. 92-1. USDA Forest Service, Alaska Region, Juneau Alaska. 51 Konopacky, G. 1995. Third year (l995) of a five~year study of the rainbow trout p.Dpu[ation in Black Bear lake, conducted in association \\;tl1 the FERC-Licensed Black Bear Lake Hydroeiectric Project, near Klawock, Prince of Wales Island, .A.K. Report by Konopad:y Environmental for Alaska Power and Telephone Co., Port TO\\TIsend, \VA. :\fIesta, R. T., T. SVvem, and S. Lal,\oTence. 1995. Advance notice of a proposal to remove the American peregrine falcon from the list of endangered a.nd threatened wildlife. Federal Reglster 60( 126):34406-34409. 1'iielsen, L.A., D.L. Jortnson and S.S Lampton. 1983. Fisheries Techniques. American Fisheries Society, Bethesda, tvID. Ralph, C. 1., S K. Nelson, M. M. Shaughnessy, S. L Miller, and T. E. Hamer. 1994. Methods for surveying marbled murrelets in forests. Unpublished Technical Report ;i: 1. Marbled Murrelet Technical Committee, Pacific Seabird Group. 48 pp. Ralph, C 1., G. L Hunt, Jr., M. G. Raphael, and 1. F. Piatt, Technical editors. 1995. Ecologv and conservation of the marbled murre let U S. Department of Agriculture, Forest Service, Pacific Southwest Research Station, Albany, California. General Technical Report PSW~GTR~ 152. 420 pp. Robinette, W. L, R. B. Ferguson, and J. S. Gashwiler. 1958. Problems involved in the use of deer pellet group counts. Transactions of the North American Wildlife Conference. 23 All A25. 52 STATE OF ALASKA DEPARTMENT OF FiSH AND GAME P.O. 80x 25526 JUNEAU~ ALASKA 998020 5526 FISH RESOURCE PERMIT (s.;.J,f!fltmo FlJlh Oollilctl0geL, Permit No. This permit authorizes __ Dale B. Sonar. AQuatic Environmerttal Services ~~. iQlliI'ICY Of ~~Ilon of ~ 21;1().C Washington St· . .fQrtToWflsef'ld. WA S8368 to conduct the following Iddfess activities from ,.2:lAD~ri! .... 1i.&,,-!lg9,:;z:96~ _______ to --.Se.otember 30. 1996 in accordance with AS 16.05.930. Capture, tag, and m:eass fisli from southeast Alaska, To assess populatIon structure, periodicity. Gnd habitat of fish, particularly rainbow trout, In Wolf lake Wolf Creek and associated wetlands In Qrder to estimate potential impact of placing a small hydroelectri~ plant at the site. WoH Lake and Wolf Crook Prir.ce of Wales Island near Hollis, In southeastern Alaska. Species Col!ect~: The following species and maximum numbers of fish may captured and released: Rainbow Trout (Oncomynchus myfdss) 2000 Pink Salmon (Oncorhynchus gorouscha) 1000 Chum Salmon (Oncorhynchus kstal 1000 Method of Capture: Fish may be captured by mean of minnow tmps, tyke nets, ooach seine, electroshooker, and hook- and~line gearo Use of gltlnet9 Is not authorized under terms of this permIt 2 ocontinued on back page-__ .. rn REPORT DUE !leweer 31. we . The report shalllnciudEl species; numbers; dates and loc:ations of collection and disposition; sex, age and breeding condltlon; lengths and weights of fish; other information as required. GENERAL CONomONS, EXCEPTIONS AND RESllUCTlONS 1. ThIs psrmIt must 00 ~ by paroon(s' ~ed d~ approved adlvlilS1! who $!WI shaw Ii 00 request to pa!'SOm atltnonzoo 10 enforce A!ask~'s fish and game iaWi. 1'h!s parmlt Ii ~8~e and !hill be r~oo Of renewal dM!ed by the Commlssloner of fish and Galna tf the f).!Irmlttoo V'dat8$ MY of lb ~, $)!'Cep!ions 01' malriel:iOl"l8. No rOOGlegl/iOOf! of Illuthority may 00 allOW@j UfidIV trus permit l.!I'iIess ~Iy oot0d. 3. 4. s. No speelmOOlil tM$n under ft~ hel'8Of ;n",y be 30ld Of bartered. AJI spedmerl$ !'!'IDS! 00 deposited In a. pubHc museum or a public GdMtlllc Of oouea~ ImtltUlloo unlea ol1'i6l"M$Iil) maled h«oln. Subp8rmltteGs;halI not mlaln possession 01 nw anlmaJ~ or oUter $peclm~. The p<!m'llttee $IMli "lIMP !il!OOnfIiJ of IJOl! 1illCIM!l€lQl ooMue!~ lJ!'Id~r l!utfIotIty of !h!~ p!lm'llt. mVli&ll.!ibi3 for IMPectlon at ali _oflable houtll U'pOl'\ rQ;qUMt 04 (I}N/ liI~tlOd _till ~_t~. PC!l~It$ wiH not 00 ~W'<!id UfII!! (Iets!!!ed O\li~. {W ilpGdllrid aixlw. MVIiI besn r-"ted by lhl;! C8p!ArtmElf1t. UNLESS SPECIFlCAl.L V STATED HEREIN. THIS PERMIT DOES NOT AIJIHOFlIZE 11'\8 exportation of speejmef/$ Of the tGl<lng 01 ~p6dm*m !fI Iif<iiU otMl.U'Wllilf:l ~ to hurnlng tvI(f I'1f;hII'lg; \MINM ~Gt. lIeeN€lQI required by emt!J rngulaikln!i; during closed ~~SOOll; Of In MY mM!1l!!f. by my mMM, &t rm<J lime not permlitOO by ~ m;ul&\klftt!. /' ./ A Fish will 00 returned Uve and I.mhamed at the captwre SITe. Ra!~bow Trout may be !af'l"'ed V,,4 Flay tags prior to release for use in populatior estimates. No destructive sBliipHng Is al!Q:~d ur.G this permit The rollowing pilfsonnGl may in coliecting activities under terms of this Martin Dixie Uewelian Doug Swanson Dale Bonar Contingenci@s: 1) Stave Hoffman, Area Management Biologist in Ketchikan must be iniliiation of coilect1Flg. 2) Anyone using hoolNlind~lioo must oossess a valid Alaska sport fishing ~) Elee~i"Mho©krflg 1$ not aHowed wrt@n ~pawnfng fish 1!iIi"e present. 4) Salmon eggs used In minnow ITH.Jst b, disinfected prior to use. 5) MS 222 may rIOt be used on fish if they have the potential to be harvssted and used f( human cOrlsumption within 14 days efter exposuf~o 6) A report of ali collectlng activities must be submitted to Brock. Sport FIsh Biologist, Juneau, withl,n 30 days after the expiration of permit. 0:: Roo Bentz., Sport Flsh, Dou~Iru;; StEWS Hoffm~rl, Sport Fl~h; Ketch!kan lana Flaooel'$, Habitat, Douglllll.$ James Durst, Habitat, Kla'lNOCk FW Protection, Juneau APT WeM~!! Projl!d: SUlI~ 1996 ~uatic e.tw11l'O"am~' :5M'trk:~ ~ Wo<Ihl"!J\OO $I p.6It't'f~~.WA~ Mean Slaf'ldard Error MedIan Mode Standard C""",tioo Q754J.1l:! O.0476!!S 0.709805 O~9 035S!!72 V"n",na: (l 1 :27358 KurtosIs .. (t 14 75 Slc""",,,,,~ 0 S8Sl2!'!3 RiI"9" 1.5172821 M .... ",,,,,, 0.&'49282 Maximum ~ /l.oI2103 Sum <t2.0CJ35 Coon. 56 COftfl<!e~ L"" .. I(O! 0 093469 APT WOlf Ulke Project \!\Ielf tAks rrsh Daii 1996 H 50 327 445 163 20 Hl4 15 155 15 Me<!:n 216.15 Sli3Il1dalrd Error 21.4226S M®di3n 190 MotIf< 0 S!8Jrdollm Cl0viation 62.96972 V~N.lnre 6883.974 Kwrtoms 2.074878 Si(_i'l~ 0.433:29g Range 445 Not Don", MinimYm 142 Maximum. 445 SI../m 2S10 Count 13 Confiaenca 45.10202 (fI(j)j '" 7f25fS6 7125/96 7i22/96 0,46 7i25/96 OA8 0.83 0,79 .0.83 7123/96 5125196 0.46 0.34 ClAO M~<lin S~ooar<1 Error M0dian Mode SU!I!1d!lrn Deviation V"rilllrlC0 Kurtosis S"I:Mfft~$S R6l'l!3~ Minimum Maximum Sum Count Confld§f\clil MP'" Midd!~pol'1~; MP;n"'MiddIIillPQM in~t; MPo~Mlddl@f.lol1d O\.llJet i...?=L.~rponel; L?!I'1"'Lowerponci 11'l1~; LPout"'L~fTX'lr:1:'i Cutl0t USGS'" Pool !'it USGS st!8oon WL",Wolf llikil' (north. or <&1i!Si1 C!\!'I(ii 1Il$ noted) A(jUl!llc Et'lvi":mrna,,?Jl1 S@N~S 111lQ.(; Wssllin!>too 9t ponT~.wABa~ ~--~-~-~"~- '------~--~-~- ---'--~~~':':"'" ~. --.--- ~-"-~ -~-~----, Sg,S3333 M1/;;Hl 39,1::132 St<lr,i1arn Error 32 Median C.47936 (j Mede 151,7946 St<lnoaro Delli~ticn 23041.01 V<lri<lf1ce 10.03022 Kurtosis -<l.6783 3.047313 SkewrviliS$ -{l5Q1: !!SO K2f1Q(;l 15 Minlm ... m 550 Maximum a.€327 11Sa Sum 12 Count a5.1:l~31 Ccnfidei'F1c~ Lf!l\ia!(O.' O. 'l()2CJ}{ ;:=.:::Z Mi ;:::;:;:; APT Woll Lake Project USGS Fish Data 1996 Dart Tsqs (Floyl 554iUSGS 158 15 0.38 5421USGS l18 522iUSGS 137 5<4S'USGS 140 30 I 1.09 ! 545 USGS 141 20 0.71 i 539 USGS 146 512 USGS 154 15 0.41 519'USGS 159 20 0$0 5561USGS 160 15 0.37 532 USGS 161 , 544 !USGS 16 I 0.47 536 iUSGS 162 t==!E 167 ~ 171 ! 100 538 USGS ~ 527 USGS 0.93 543 USGS 0.99 r 524 USGS 212 1 H) 1.15 525 USGS 215 I 110 1.n 534 USGS ~I 541 USGS 0.86 526 I USGS 0.96 ~ 239 100 0.1'3 239 CH3 5401VSGS 240 '~ 249 130 0.84 261 150 0.84 268 120 0.62 52SfjjSGS 268 160 0.83 523!USGS 717 150 0.71 I 517, USGS 281 220 0.99 I , 515 USGS 284 250 1.09 511 USGS 296 j 250 0.96 530 USGS 322 190 0.57 I I I Fingerling Tags (Flay) Non-Tagged Fish Mean 203.3243 Mean Standard Error 8.266465 Standard Error Median 171 Median Mode 0 Mode SI<lndard Deviation 55.5873 StlindardDevilition Vllriance 30'89.941 Variance Kurtosis ..()437 Kurtosis SkewneSS -0.651 a i S~ewn~ Range 322 Rlll1g!!l Minimum 95 Minimum Maximum 322 Maximum Sum 7523 Sum Count 37 Count 7123/96 ! 51'24196 ! 5125196 ' 512.11/96 5124196 5124/96 5/26/96 5126196 7f2319G 5124/96 !i1241S6 5124156 : 7/23/96 7123196 5124/96 5124/96 5124;96 A .. "",he !':"";fMM<1n(;!;1 S0f"11iCIlIl 273C"(; Wa.l'lington 51 Port Townu1'ld. WA 1l1l1SS 08 RO RO RO flO RO DB Mort DEl I 08 i RO RO RO 08 ! DB I RO RO RO ~RO ftO Found Dead, 7f24196: long dead; 211 mr 512./1/96 RO 5/2./1196 I RO ,M-l .0 i : 51'24(96 5124196 .5124196 5124196 : RO RO . 5124100 RO 5124100 FtC 5125196 FtO 5126/96 DB 5126196 i 06 5f26/96 I DB 512~/96 RO I I I 99.72222 Mealn 0.765471 10.84385 Stllll'lda«(j Error 0.044404 20 Median O.4j070~ 0 Mode 0 72.74274 Standard Deviation 0.297868 5291.506 Variance 0.088725 0.2489 Kurtosis .104013 1.107148 Skewness 0.354656 250 R1mge 1.579313 15 Minimum O.3Q62\ 1 250 Maximum 1.579373 2692.5 Sum 21.20772 27 Count 27 COf1!'1d~nce Leve!(O.~ 17.9t1 12 Confidence Leve!(IH 27 A3t\Z2 Conf.Oence Le\{e!(O~ 0.112354 APT Wolf Lalli;) PfOjeC(: Pond S,,,,:em Fi&h Dlll<!l 1998 1$ 2tJ 19~ 25 315 320 ~44 12 164 13 151 HI Fingef6ng Tags (Floy) ~35 145 Melin 152.6315 $1I,mciard Error 6.433156 Medl<lln 1~ Mode 0 Stencilled Dellialion 43.15492 Vari<IJnce 1862.347 f~urtosi$ O.78~79 Skewness -0.3975\ Range 315 Mil'liml.lm ~ M<llrim;.;m 315 S;Jm SIJOCI C¢lmt 38 Conf:dence Levet(O.~ 13.72103 o.~ 1.02 OAO 029 0.29 5127/96 Melin 41.76471 St"nda,d Error i 1.200;)6 Medii!:lrl 0 Mode (} St.il\ndillrd Devi<ltlon 75.1~28 Variance 5545.1 5 Kurtosis 33">3345 S!;ewness 5.526144 Range 3:20 Minimum 5 Mall:imum 320 Sum 7Hl Count Confidence Level(O 35.7159, AQ"~k: ilrN{ror:IOOO'I'l!1 "<!N:c<'iil .730,(; W~."i~ 51 Part T~!loo.:l, WA gil~\li walfowed hook. Mort i S\I','iiHowed hook Mort Mean QS027S Standmd Error 0.054521 Median o 1'\9209 Mode Cl Standard Devl<ltion 0308417 Variance 0.095121 K"rtosl:f; 1.506255 Sk!!:wness ! 45823 Range 1.15453 Minimum 0238,;)19 M<!llcimum 118453 Sum 8.044<\42 Coulll 16 Confidence Leve!(O.! 0.151122 Wolf lake System: AI! Fish Column 1:Lengths (mm) Mean 183.3295 Standard Error 6.539022 Median 164 Mode 144 Standard Deviation 61.34146 Variance 3762.775 Kurtosis :~U;32142 Skewness i .322059 Range 361 Minimum 64 Maximum 445 Sum . 16133 Count SS Confidence Level(O.S 12.81625 Column 2: Weights (gm) Mean Standard Error Median Mode Standard Deviation Variance Kurtosis Skewness Range Minimum 82.15179 10.37694 15 o 97.34432 9475.917 12.36402 3.00345 550 5 Maximum 550 Sum 4600.5 Count 56 Confidence level(O: 25.49557 Dominant plant %cover Trees 1 . VA eel i-Il U v"\ ,~~ /:: ,t.'(0v:; f .5 .., :rrv :fA r' u C. fA r 0"76 f"f'6'<-.M1W1-i..LA 8 o?.3 3. UC,A 4. 5. 6. 7. 8. Located Map of photo point Shrub found Senescento Other TW V~P .rl"l, ! /1:rtN ------~----~.~-~ Sensitive Plant Survey Field Data I'm Legal:T_ s Intensity Acres/Miles Surveyed bPtv"-I liz rYI Time Survey Photos oSensitive Plants Located tiSensitive Plants not located / --.j -,) LO (~fUJv.; :-·~/.A:; 'J( & ;' t~)L LiC-.,:;: i 01'-" l( LLL /A) (COf)'~ { P (Nl: . l'tJl"""'>" .;~. (." -";i .. t.' t,.,.A'7 ') ') LDN GPS location of sensitive PiantoYes ONo, Within proposed project liVes ONo boundry Approximate Map Location Sensitive Plant Survey Field Data Form Lntensity Acres Miles OSensitive Plants Located ,¢:Sensitive Plants not rccated M1ii!){~::;;; , r' I :: ... ;~ -~, GPS location of sensitive Plan,to Yes 0 No, Within proposed project /fJ...Yes ONo DOn boundry Approximate Map Location <::, -' Sensitive Plant Survey Field Data form Project~k\.;'tJ-~N 'tOM ec..cc~/< Survey Date 51 2. & I q (;; =~ Legal:T_ R Intensity Acres.Miles Spent 5' ,H'Ov4/J; Sensiti\'e Plants Located -,(Sensitive Plants not located M~S 1'\,.$ 0:; r3 rG l-tlAJ GPS location of sensitive PlantoYes oNe, ~ P5 U=t!::O)- I1U 0 A'1 Within proposed project ,tYes ONo oOn boundry Approximate Map Location --"'-~-~ -......, \.,vo,-p ,-At'~ '-'-... ~ '. .. )~ F' ~:. , ,,"t: III I( f- filL. f\ 1 Sel1lsative PIal!] t rvey Field ta form Project i.uOlP Utr:..~ ~{(:{nuL Survey Date--$51 q (p Quad Name __ ~~~_..!:...!.-=.~~~-=::::::::. Intensiry Acres/j\,1iles Surveyed ,3 /')1 i L~ Smvey Photos Taken j:J 0 / 'j{f\f5f71 Ut-PLIhVl' ObCU ll16Lf7~::; pf<J)PCSED p6\AJn'L rro USC-S fTC: I TR./,p\lS (111 SteAl LJ Located oSensitive Plants not loca.ted ,10. GPS location of sensitive PlantoYesdNo, --DdE-S Nor WO£LtL F' w , ' ~ P~T5 Fe..,M~ Within proposed project ~Yes oNe DOn boundry Approximate Map Location -- _~;;rt -:; i3 c;:(:\ t,.1 UrwJ --i_A:! " i'" r;~",p\ C r:u It, (';; ,M Ii Sensitive Plant Survey Field Data Form Project Wolf~<e ,LfttPIlOGc.i:(:TU'-Surveyor VI KIf; LI ew (;;LU~ Survey Date :::-/ 2:;-/ '9~ Quad Name_~lti htl'f5t:lf .::.. -L JB Legal R Intensity Acres/Miles Surveyed . -L mlUES Time S u.rvey Photos oSensitive Plants Located ~ensitive Plants not located '~ r:rrr---,.."., / n. LW"" l' 0 / 1/ . _ Ol,V ~ t20 uiTl+ / ) I ,~rr (1 'C-;/f (".. . l.. 'I.- J-i-y.~,:) -,f Iii? eX::~; __ 5{:CONO C)£t;A.sJ111 j DOL,} unl~ '-- GPS location of sensitive P1antO Yes 0 No, .I Within proposed project ~Yes ONo DOn boundry Approximate Map Location .... ,.t : ~ ... ,:--: ,4... r :.1 ..... 11".'. ,,- -.----.--. .-..--~~ .. --....... ~ .. ___ * ___ D Sensitive PiaJl]t Survey field D, . If ata Form A t Leg:ai:T R lntensit:v --.. ;l,. C res/Miles Time Photos cSensirive Plants Located ~e '1';.. p' ~ nSl .. ve tants not located location of sensitive PlantD Y es tcN~Oj Within proposed project ;;'pproximate Map Location 'SfJflJ!t!::~7i) FlU>ll) ME:"I'C'lL -;0 { 00 M fV VNO PLl1~N~l.", SACCA-net :=iJW" () 4/Z./r$5 I III //..-JIv(.. TO G, L '1 (~ (()tV LI'S r) U. kf <t(';-u t:fU:1oCHU,A JOo.<.. PILWiLt:: Sensitive Plant Survev Field Data Form . .-fP$ i Pro j ec t--'"'-"" Survey Date.~~..:..L--+--~ __ Lega!:T_R_ intensity Acres/Miles Surveyed """ / IV\. I Lf::-Time . OfLJjI'l/t,.·~ Survey Photos Taken_~ -WtfE:N fl,/f1...rn-relLk" WItS LOUhf3:1:) AL:,O P. C,!2AClL/S PlSensitive Plants Located oSensitive Plants not located N 01'--1 ::po~(-5r t:1lU;Cl:: mw focation sensitive PlantD Yes Jl!N0' Within proposed project Jilf! es DOn boundry Approximate Map Location Sensitive Phmt Survey Field Data Form Legal:T_ R~ S Intensity / "-I 2 Ih Time Survey Photos ~Senshive Plants oSensitive Plants not located IV Ffi';.,'dl COt'tJ 5 U ItG\.t flYf IS r GPS location of Plantj3Yes DNa, Within proposed project jiQYes. ONo DOn boundry Approximate Ma.p Location Sensitive Plant Survey. Field Data Form 4Pztr Project ':".J Cf-,r.::.. :..frk:..t-: ; ''10£0 ut. Survey Date 77 2 '"1-../ q L. Legal:T~ R_ S_ Intensity Acres/Ivfiles Surveyed Ii.. In _ Time Survey Photos OSensitive Plants Located [)iSensitive Plants not located Plfimt--rnte.:,z./t-PltArR ft13vN ottr..!! //\/ /4:r2f:7:t Df.:;{·CvJ wOLF ,-A~ GPS location of sensitive P1antO Yes ~o, Within proposed project ~es DNa DOn boundry Approximate Map Location .'F s Survey Photos I -! SeDlsh~ve Plant Survey Field Data Form Intensity Sensitive Plants Located ~ensitive Plants not located GPS location of sensitive P1antoYesJ9No, Within proposed project J&fYes ONo DOn boundry Approximate Map Location ',ulLvM f-g:J TO e':aA'r ./ ~ 5fIT:.!ft. "." """,l'V<.i ilAJf!., .:~:, ::::2:~ AQUAnc ENViRONMENTAL SERVICES Business: Residence: Aquatic Environmental Services 5408 GiS€: St. Washington Street Port Towmen~ WA 98368 P.O. Box 148 (206) 38S~1394 Port Townsen~ WA 98368 (206) :U5S~7976 FAX 319D 970S Electronic Mail: dOOnar@olympus.nct RA 1961 (Biology) Whitrna..'l College M.S. 1970 (M:arine Science) University of the Pacific Ph.D. 1973 (Zoology) Uwversity ofHitwrui 1993~ 199 1 I 1979~89 1985089 1914079 1913-74 President, Aquatic Environmental Services~ Port Townsend. WA Prindpml. Rim Maricuiturc wc. Port Townsend. WA NORCUS Scientific Investig~tor. SatteUe Pacific Northwest Labs, Marine Science Lab. Sequim. W A. Asodste Professor, Department of Zoology. University of Maryland, College Park.. MD Associate Rese2 reh Selennst Center of Marine Biotechnology, University of Marybmd. Baltimore. MD A~istant Professor. Department of Zoology. University of Maryland, CoUege Park. MD NIB PMtdoctor~~ Fellow. Brandeis University Md Woods Ho!e Marine Biological Labo Woods Hole. MA ~~Rii&S!l;; Dir~tQr. Graduate Program. in Marine~ Md EnvimrurJ!l.entru S©ieJ!1~. Ullhf~r$ilty of bv~t[g~t©f. Steirutt M~.t"im~ Lmb. EU$\t. br~L Mi@ciate Prolf~~Gtr. De]l.W1lnelITt of Biology, "'''''11-' ..... ,''''' University. BrutimolFe, f.IID. mvestigatoJf. Pa:~ific Bicmedicd Re$>:ar©h Marine Lab. Hm1ohuu, ill. ""'~""""l!i. rnvestigilft©r. Smithooroimn IiIT'Stitlltkm H~ubt)r 1141_"""'~ Lab. Fort Pierce1 fl. nv~!Sn~~il:j)if' Friday &"iJor L&bs. Uruvelmity of WW.~ttu1lgto'n. Friday Hm>or~ WA. :'itj(!tv~Ulree fun papers. ~bstrncts. book: or published in the opefi literature, Nl.tiow Science Foun~tion NOAAlSea Grn.nt USaIsraeii Binational Sci~nc~ Foundation US Goological Survey Maryland De~rtm.el1t ofNarurnl Reoource1:l I (Tntining Grant): $6.800.00~1 2 Induction settlement metamorphosis Cmsoostrea virginig by melanin-synthesizing bacteria. Patent 4.140.466. (4126/88) With RM. Weiner. R.R. Colw~n and S.L. Coon. Induction settlement and metamorphosis in Cmssostrea virginiCi by melaninasynthesizing bacteria and ammonia, and membolic products of said bacteria. Patent No. 5,041,344 (9/10/91). With RM. Weiner. R.R. Colwell. M Wal~h S.L. Coon. Reproduction, deve]opment growth of aquatic; invertebrates. Population recruitment Md succession and estuarine environments. Benthic ecology. biology of mvertebmte spe~Cle~. Shellfish 8qwc;wtu.re. fuvertebrateeMicrobial interactioM. Bio!lMeMmmt of Stream. Invertebrate Communitiel at the Westen Proces§wg Supemnd Sit~ Kent... WA-AES the EPA Bioassessment Protocols to evaluate the impGct ofth~ sire on stream quality as Mill Creek traverses the property. (Subcontract to Watershed Dynamics. Kent WA) Ana!ysis of Epibeotnie Invertebrate Comm~tdtie:s Hyfeboo Wiitenvay, Tacoma&'9 WA. provided taxonomic and diversity analyse.:; fO.f epibenthic; taken from Hyleoos Waterway. These analyses formed part of an EPA-mandated eleanup pbm requires remedial action to mitigate iocal envirorun.enti1 degradation. (Subeontmct to Watershoo Dynamics. Kent.WA) 3 Wet[&!lld! ~nd StofliIllWi:ter Tedulia~i EVldlllano@ mnd B~~dill S~rveySl iml Port T@Wll1~el!ufi9 WAG AES is providing Pro bono technical advice f.nd support to the City of Port T o~'nSei'ild during its program for developing a City~ Wide~ Stormwater Management P!a.l.'1 (SMP). AES helped orpWze and conduct the storm.water basin swveys alnd monitoring protocols. During these surveys, features noted;,n newly enacted Environmentally Sensitive Areas (ESA) Ordinance were exmnined to "gfoW1d~tntm" the City'$ ESA phmning maps. This project ruse involved ev::ah.mting alternative storm water management prn,ctioos land recommending the most appropriate alternatives for irIloorporntion mto the SMP. (Public Works. City ofPoo Townsend) StormW$ter man~gam'.H;m.t pl&nDing f~n' ~he Port of Port Yown~llld. AlES is coordinating development of the Portis required Storm water Man.agement Plan which is being prepared as part of the NPDES pelITnit requirements. The project involves coordination with the desigrlA firm. Reid-Middleton. mc .• the City of Fort TO\l-i'''Il'l.rend ~nd Sure as well as compilation of the final .Management lPhtlIl! dO©ooten~. IBHctic PoJl:u~iy§is @f h!itertidaV§ubtid:m~ ReoolJrc~ fcnr Mmrin~ ExpaDlSEOll.1l 9 Port of Port Towns~md :So at Havf:lil. Proposed of the existing marina would require dredging of approximately 4 acres of intertidal and near subtidal habitat Study inctuded exteosive mapping. benfrdc invertebrate sampling 3lnd lll1ts1ysis. ma review of «"""""n .. ", records. Elilvironmentai Impzu:t S~temem;t 'Preparation foll' the Fon of Tow!l~end Enh~nced B:mu.io'@~ Prol~ AES is preparing the folJ." the elilhmced haulout f;.sciHty planned for the Boat r~ven the Port of Port Tovmsend. The $ 4.1 ntiliion project involves m~ter and tapltmds ex~vation. pier a.."ld. moomge oonstruction. /;ii.nd ~~ development (Amh@r) Resource Di1im~ge ~e!Smemt Coordhudi©lll f€)f the Fort of 'Port TOWU§fwUi. diesel fuel spill ill April. 1993 at the Port of Port TOMlsend Boat Haven triggered Sl Department of Ecology RDA committee investigation. fo.:..ES assistoo the Port in coordinating its RDA ~tiO!l1S, vviili the result that ongoing en:0.ronmentai projects bet11Jg conducted by the Port were accepted by th~ RnA committee ~ m.itigation for potentiru envirorune[jr~1 damage caused by the fuel spilt Bioassessm.ent of Invertebrate Cmnnumities in the Ruaway Drainage Balido at the Naval Air Statio~, Whidbey Island. AES utiiized the EPA Rapid Bioassessment Protocols to evaluate the impact of various areas of the project sjte on drainage basin quality. (Suboontmct to URS Consu1mnts~ Seattle s Wa. ) Enviromnentai Assessments of Potential Marins StU's in Port Townsend BaY9 WA. Subtidal and shoreline site assessments of potentia!. marina sites performed for the Port of Port Townsend by AES have included quantitative and qualitative analyses of eelgrass beds, fish and invertebmte species» wetlands areas and uplands wildlife. Biological Support Services and EIS Preparation for the Kur On P.rojec~ Port Townsend~ WA. The Kur Crt is a proposed $ 23 mmion destination resort planned for Port To~nd 'V\I'atemont which win include fa health spa, public aquarium. restaurant facilities. accommodations and meeting rooms. AES has c:oDducted the benthic aquatic surveys for the site. :md will develop the Enviromnental Impact Statement for the proje©t. (Vertex Coil',. 1993~ ) Taxonomic AIUdysi! of Fresirwaterf Tefrestri~] Iud Mar10e Invertebrates from Admk hbnd~ Alaska. Samples from rivers. ponds, lakes and the marine intertidal, conected at the US Naval Facility on Adak Island by the US Fish and Wildlife Service. were identified and enumerated by AES. This analysis was used to prepare future sampling protocols, (US Fish :md Wildlife Service~ Anchorage. AK) Ev~du2tion of JuveniBe Salmonid Migration at the Everett Homeport. AES has been contracted to monitor and Malyze the om:m.igm.tion of juvenile chum aDd pink wmon from the Snohomish River as they pass by ongoing construction projects in the Navy Homeport (Subcontract to Manson Construction). 5 Swan Resources Doogia,§ SWaJl.SOris Senior Biologist Swanson founded Swan Resources in 1992 to provide consulting services for wetlands and wildlife analysis management. Doug has over years of experience managing and conducting site assessments, biological studies, and environmental planning for private and public landowners and the Washin Xl Departments of Tnmsportatioll. Wildlife, and Ecology. He over 4 years of ional experience conducting wildlife projects on a number of species wetland, forest. and shrubsteppe habitats. . Doug's experience in wildlife assessment lind management has focused on the relationships between species and their habitats. His primary interest the response wHdHfe to cbanges in theIr habitat. His experience ranges from smaIl habitat assessments to multi. year species and habitat studies an. d includes study design. project management. and reports. Doug has prepared over 40 Biological Assessments under the provisions of the federal Endangered Species Act for enda red, threatened, candidate and plant species. Species addressed in the Biolog' Assessments include, Sn.ake River salmon, bald f.agle, peregrine falcon, northern spotted owl. marbled murrelet, northern goshawk, trout, and several c.andidate mammal, uadromous and resident fish. reptile, and h:l.vertebrate species. Doug bas conducted long-term studies and assessments of wildlife and their focusing on how changes wildlife. conducted it one-year study of bird communities four habitats, including wetlands, prairies, woodlands, coniferous forests,at Lewis, Washington in 1994 included over 200 sampling statior!s. He conducted a :!:i-inODlil assessment of seasonal wildlife use in two wetlands to provide detailed baseline information at the Port of Port Townsend in 1994-95. Doug was the Research Biologist and Proj~ct for the Washington Department of Wildlife Shru'bsteppe Research Project eastern Washington for one year. He planned and supervised the collection and analysis of field data on abundance and habitat relationships of llative reptiles, mammrus. and insects in WId altered habitats at Doug conducted a two..year study of shrnbstel'IJe birds and their response to changes in their habimt study documented changes m the habitat structure resulting from mechanical shrub removal and grazing correlated the vegetation changes to changes ill the composition of the resident bird community. Doug was the principal investigator for several studies of ne,sting and winteri bald eagles induding a 5-month study of the effects of construction activity on bald fagl . ng a winter drawdown of Lake Roosevelt on the Columbia River eastern Washington. The studv induded ground and aerial population surveys and behavioral observations of eagles mid their response to construction activ!ty. Another study in the JUiD Islands Washington focu!ed on responses to pile driving noise. As a Habitat Biologist for the Washington Department of Wildlife, Doug reviewed wHdHfe habitat mitigation plans for small bydroelectric project relicensing by the Federal EDt,rgy Regulatory CommIssion western Wasbingtoll. He worked WIth private landowners to restore wetlands and streamside Meas to improve water quality I.Wd fish and wildlife B!I!IIR,%'iI!;!I!'{ SWill Res.o~s 'cn,Ct; Summaal' 2 Welil,~d A$Se~~l1!t f::Jui MDmSl§:m~a a full rau e experience wetland ecology including id~ntification deli neatio!] , we functional mitigation plamling and implementation, wetland Doug considerable experience coordinating wed and irnpact mitigation regulatory developing conceptual wetland mitigatlOil pians, and supervising mitigation construction and monitoring. Resources' recent clients include landowners, residentiru commercnGtl developers, public agencies, !oal municipruities, Wld Indim moos, the Assistant Biologist with the on Departmellt of Transportation for 5 years, responsibilities for planning. UCtillg, evaluating ecological field studies to assess impacts transp"~rtatioll em and other and animal communities, Doug ruld wetland impact mitigation state and regulatory agencies supervised wetland monitoring program during his five years with the depru'1m~mt He. developed the vegetatioll samplin$ alld protocols the DOT wetland mitigation monitoring program. He trrumng we ruld identification, wetland ecology, and state wetland policie§ to public and private groups, Doug on ru1 interagency committee on wetllWld revegetation 2Jlld restoration methods that develo~ a guidebook for wetllmld restontion. EdUe§l.ti@llli M.S., Wildlife and Fisheries Sciences, Texas A&M University, 1988. B.S,. Biology, Washington University, 1982, Plrofe$sio~d Certin(cfitiom~ ~d AfmilitiO)ffi$ u.rtified Biolo~ist, Wildlife ;;)OCletv Certified Professional Wetland Scientist, ofWethmd Sdenti~ Ecological Society of ~f~s;i@ram! Tr'~~~ Federn Wetland Regulation. Wetland Training Illstitute, 1995. Cie2Jl Water Act -SectiOll Training Envilronm~rAtal Protection (EPA), 1991. Hyruic Workshop, Washi~gton Department of Ecology, Jl.&l!1e , Habitat Evaluatioll Procedurt:. US a.nd WildHfe Servic:e (USFWS), May 1990. Feder~l Method Identifying and Delill~a!ting lmrisdictional Wethmds. USFWS EPA August Wetland Evaluation Technique (WET II), WetIan.d Ddin~tiol!1 Evaluation, Anny Corps El1gin~r:,>; alla EPA Techniques, July July 1m. SWMl Resources Experience Summmy ;;; Page 3 Recent Projects Deepwater SIQugh RestoratiQn Project Feasibili~ Study, Skagit River Ddta. 199';"96 Planne,d and conducted Ii baseline habitat assessment of wildlife use and an alternatives analysis of a proposed 14000 aJ:re estuarine restoration 'eet in the South Fork Skagit River for the Skagit System Cooperative, The included an analysis of over 140 wildlife species induding federally listed bald eagles and peregrine The analysis included an assessment of habiw.t over !W 8Q..year period using historical ma.ps and urial photographs. Wildlife Study for the Port of Port Townsend Boat Haven Wetlands, 199495. Plimned conducted baseline wildlife surveys at two wetlands over a period of 9 months to de.termine the number diversity of wildlife ies using the site. The study used point-count stations and transects to systemati inventory wildlife using the site. The baseline information was to evaluate alternative development options by the Port Port Townsel"'!, NeotfQpical Migratory Bird Study, Fort Lewis. Wasbingtori, J 993-94. Pilumed a ont-year study of bird communities in four habitats, including wetlands areas, native prairies, oak woodlands, and coniferous forests, at Fort Lewis. Washington. The study focused OD species distribution iu the four habitat~ conducted riparian Research Biologist (or the VlashlnglOILDepartment of Wildlife Shrubsteppe Researcb ProjeQl1 eastern Washington fcrone year (1991 0 1992). As the Project Leader, Do ned and supervised the collection and analysis of field on the abundance and relationships of native birds. reptiles, small mammals, and insects in natural and habitats a.t 80 sites. Surveys were conducted using transects and n01\slethal trapping capture techniques. B.i.ctlQgical Assessment for tbe ReswiQDjn~of an ArmQred DivIsion at Fort Lewis, 1m Coo authored a review of 34 listed and candidate wildlife species and 13 rare plant species on the uwis MiHta.ry Reservation and the Ywm& Training Center. The Biological Assessment included a review the pertinent literature an Msessment of the proooble effects of the cha in military training using amond vehicles. Listed ~nd candidate species included d eagle, peregrine falcon, muoled murrelet, northern spotted owl. and bull trout = PROFESSIONAL ~i"n'l'~ftU' Wetland Services 1995 lJ)bn~ LlewemEll ~56 §Oth Street TtrWlAlend. VIA 3(}O 3Ss,,6432 De~emMlr 1995 Principru Wetland eoologist Port T(()wnsnoo, Wetl~d Consultint Jenern(()!ll County 1995 S~bj.ne Window Inc. 1980 to 1995 Owner window cleming bu.,~me~s in Towtlsend. ,~.""""""""" Dep~ent Mid Game 1919 Fish CW:i:,m$~ Hemer A1~ka, EDUCATION @ BA Biology Univernity Colomdo CERTIFICATIONS M'D COPfTINUING EDUCATION o Brt$ic Wetimd Delm.eati~ Institute @ Field PAacticum for Wetland Defut~ting~ @ Systl!!lmatic Botlmy Pe~u1a College. ~ Plants Of the Olympic Peninsula: AdvOO\1,cOO Class~ Tea.ching a.s$i~t NelsaBuclltin~, ® Biological musmtiofi~ Olympic In.stinrte Chuck @ Seaweeds Wrt$hlngton. Cascade Institute Mac Smith. ® Exploring Local Vletlands. Judy t",' .. "'~"'''''.''''' @ Ecology of Northwest Wetlllt."1d Vegetatio!:l~ WWU Ronrud ® Botany of the Olympic PevJJl.sWg ~ebm Buckingham COMMUNITY INVOLVEMEN1' @ President I..)f Olympic Chapter VVa.srungton Plant '»:t>"""""fFu @ Member of Society of Wed and Scientists ~ Wetland Stmmwster Team~ City of TO'l;rVfisenc since 1 @ Trust Mem~r. Work.ing on List Herbari'JJ,m Collection: North Quimper Wildlife Corndor @ Cc=director Marine Science 1984~ 1990 • Kai T ai R~oAation rulld mt~Jremti.ve Projects Coordirultor RECENT WETL.thl~ DELINEATIONS MID PROnCTS o Beausite 7/95 (With Patrick Mcgrruner for Jefferson COl&'1ty) @ Brady Wetland R~iew 1195 (Biydra-Terra, Br~dy) @ Dev.-r!tt Wetland Delme!Ation 8/95 (Madrona Plamting Development) @ Fire Flow Pipeline 8/95 (Ch2M.hiU) @ Noorenberg Wetland Review 8/95 (Nueren~rg~ Bay) ® Pipeline delineation 9/95 (With LiS8 Pru~ for CH1MhlU) ~ Wolcott Wm:lmd Review 10/95 (IViadrona) ® Dewitt West Wetland Review 10/95 (Madron8.) o Howard Moo Wetland Review 11/~5 (M:adro!lti) @ Bill Roesler Review 12/95 (Mad.~a) @ Nancy Scott Wetlmd Delineati(()!ll 12/95 (Madro~) EROS~ON AND SED~MENTAT~ON CONTROL PLAN Wo~f lake Hydroe~ectric Project Project No. 11508-000=AK EROSION & SEDIMENTATION CONTROL PLAN WolfLake Hydroelectric Project -11508 EROSION SEDIMENTATION CONTROL PLAN applicant is considering developing Wolf lake as a n_ni'_F"~\fP,ro project, Wolf Lake Hydro Project will intertie with an Appiicants, the B!ack Bear Hydro Project, which in 3-5 years. The Applicant would be the subcontract portions the project's construction, project of peak!oad contractor and is located in Alaska, on the east of Prince of Wales (POWI, near Kasaan along Twelve Mile Arm, Wolf Lake ~s about north of the Community of Hams, about 20 northeast of the City of Hydaburg, about 26 miles east of the City of Klawock, 32 miles northeast of the City of Craig, Worf lake Project the Tongass National Forest, U,S, Service (USFS) (CRM, T R 84E, Sec. 24, 25, 34) and Alaska Department of Natural land {ADNRj (CRM, T 735, R 25,26, 34, 36). enclosed within the project approximate total of State of is 20 acres. area is unsurveyed and therefore is il'91l!i'1l:t'>p'rl"'>t:l,,,. by sections (based upon a 50-foot corridor from of the intake/impoundment structure, penstock, substation, powerhouse, transmission line, and a access road). The Project will utilize the flows into Wotf Lake below lake. The natural lake has a surface area acres. The maximum is approximately drainage basin the lake vary from 11 49 to Wolf Lake has steep around the west haif of lake with a more gradual slope on the east at the outlet. The lake outlet stream is Wolf Creek. Just betow the lake, Wolf Creek flows over a barrier and through a wetlands with two significant ponds. been called Middle and lower ponds for the purpose of this During Project field studies, lower was determined to be feet MSL The outlet stream Lower Pond, WOlf over numerous falls barriers to the mouth on Twelvemile Arm. a part The first 150 linear feet above mean high tide of Wolf Creek stream. Wolf typified by cascades, a slope, s narrow riparian habitat. p. 1 The hydrology of 1. square mile drainage basin surn::a.iflding Woif (based on estimates from outlet the lake) gaged to determine daHy flows by the U.S. Geoiogrcai Survey (USGSL The Applicant hss ~C~"II:;U at the creek em a quarterly Current stream gage U water years 1 and 1 about 110 for this area, Project design has Ioeen changed from that presented in the Draft license AppHcatlon of resource agency responses concerning the minbow trout instream flow requirements, Therefore, instead of utilizing lake as s project, as originally proposed, the Applicant to impound lower Pond, utilizing the as a run-aI-river project. This would place a SITHSiH impoundment below the lake pond as shown Exhibit of this Hcense application, greatly reducing impacts trout and impacts to the development a sport fishery. In addition to Wolf Lakes drainage there is approximately square miles drainage that would be added by placing the impoundment just below Lower Pond's outlet. Lower Pond would be maintained at average spring flow elevation without inundating more pre-project flows with the impoundment structure placed just below Lower Ponds out!et, The intake incorporated into the impoundment structure to supply water the penstock, as shown in Exhibit F-3. 1 of license app!icSltion. A remote!y controHed valve would be incorporated into the impoundment structure to allow filling the penstock and to the flow of water for maintenance, penstock would be both on surface buried appropriate. 2,2 M\tV power plant wiU be located at about 100-feet M transmission will extend from power plant to the AP& T system Hollis, Estimates of the water available for hydropower have been conducted using flows from USGS gaging station periodic by the The flow est~mates for Wolf Lake are: Drainage (SQ, Ll Mean Flow {CFS} CFS/sq. . (CFSj Wolf Lake 1.64 11.73 15 estimate power potential, as shown in Appendices: OperBtioru!J1 Model, indicates an average annual output of about 7,000,000 kWh, As a run-of-river project, Wolf Lake would run continuously with the SSL Project being capab~e automatically attering power output to load p.2 fluctuations as Wolf Lake Hydro fluctuates with the seasons. The Wolf lake will be automatica"lIy operated using remote controls for SDlitCnmlQ changes and routine start-up and shut~down sequences. M"'~!"""~Y power demands are during the winter months, December through The BSl Hydro Project will provide most of the winter energy of POW while Wolf Lake Hydro Project supplement when flows are available. During the spring, summer, and Lake Hydro "'l7tr"""r', will be able to fHl a portion of the load intake/impoundment structure would be located on Wolf Creek just the outlet of lower Pond, while maintaining the average spring of 1088 feet above MSL The impoundment would be below the lake, falls barrier, and pond system, An water from the impoundment structure through a penstock, down to the powerhouse. proposed small intake/impoundment structure made of concrete or other suitable The intake/impoundment structure may a crest length of approximately 50 feet with a spi!iway crest length of 20 feet and may a structural height of about 3 feet. In Exhibits of this license application, the plan view of the headworks of the Project shown. The approximate design for the intake/impoundment structure is shown in Exhibit F-3. 1. The impoundment structure be constructed on bedrock, with some excavation of the bedrock to structura1 integrity. The impoundment structure would be aeS!Qlnea incorporate a spUJway of size to flood present in basin . • t"""''''''''''l!"''''~ valves will be with normal and backup power 'from the These valves would allow the controlled operation of the gradua~ filling of the penstock, and shutoff the flow of into the The intake screen would have a trash rake that be powered by a solar cell with power from the powerhouse as backup, screen would have openings 31B" with a flow velocity 0,5 feet per second. intake/impoundment structure be constructed on with ,,, .. ,".n"',,,, of the bedrock maximize its structural integrity. The excavated material 15 eu, yds, Disruption of wi!! the use of an at the impoundment site, which may p.3 cause some sediment into the creelc The excavatorcou~d approximate 40 square yards soils Q,S it around the impoundment structure site. Methods to minimize erosion sedimentation during construction could straw or hay baies, jute netting. and fencing, as shown 1n Figure 1. Construction of the intake/impoundment stwcture would occur during low creek flows, Revegetation would occur areas disturbed by the excavator above the mean high creek leveL This couid consist of ;'wdro-seeding mix acceptable to the Service, after construction to the siope from erosion. The Forest Service wi!! consulted as to the type of and to use the revegetation. 22~inch penstock will approximately 8000 long and convey water from the intake to the powerhouse. penstock wiil be made both steel HDPE. The steel pipe will be the lower of the penstock n::'HJte, which wiH be buried the HDPE pipe be above ground, supported on Penstock construction may up to 1000 cu. 'Ids. mOlteriai through both placement of penstock saddles burial of penstock. In wettands, the penstock wi!! be placed on saddles spaced 30-60 feet to minimize excavation of the muskeg, The penstock can be pulled into piace to minimize impacts to whole penstock right~of~way is not a wetland however, so exact amount of excavated materlal wetlands may approximately 1 cu. yds. Methods anchoring penstock are shown Exhibit F-2. 1 of license appHcation. penstock will built by using an excavator to trench and for the buried portions and to move the penstock into along its routeo excavator wi!! also be to move equipment up to the head works a clearing approximately feet wide. Excavated material wm be reused to backfill and for revegetation Although excavation will primarily place at penstock lower half of penstock, the excavator will soHs along route, to erosion sedimentation during construction could include straw or hay bales, jute netting, and silt fencing, as shown in in addition, revegetation will utilized during post-construction to stabm:ze soHs prevent sedimentation the creek.. This corridor could be hydro-seeded, with a mrx acceptable to Forest Service, after construction to the slope from erosion. creek will be paraBeled by penstock route, although the penstock route wW be between 100<300 yards away, which will reduce the chances entering the p.4 JUTE NETTING AND SI FENCING WOULD BE USED ALONG THE TO N ANY EROSION OR MENTATION RESULT- 1NG FROM CONSTRUCTION. HAY OR STRAW COULD STACKED IN THE OR ALONG THE C MARGINS CONTAIN IMENT WELL 22" PENSTOCK c WOLF CREEK ~!IIl1!'Im' ®@,t ! LJ ----:::::>'-S IL T FE NETTING ALONG AND LEGEND: STRUCTURE EK BANK OR HAY BALES o 00 STRAW BALlE BARRIER !IWl\TIl'\1D JUTE NETTING - SE~Tl\n(lN CONTROL OIW:RSlON snwcruRi!: """"'" ~ lAlt( H'IIlIlO PIIOJ!:cr f'tIlC PIIOJ!:CY ~O. 11!1OO JUTE NETTING MAY BE IJSED ON UPSTREAM -"--~_. BANK AND AROUND EACH PENSTOCK SADDLE PENSTOCK SADDLES COULD I3JE USED ON EiTHER STREAM BANK, OR SPACING OF THE SADDLES MA Y NO'f R£QWRE A SADDLE TO BE NEAR THE STREAM. CROSSING THESE STREAMS SHOULD NOT PRESENT AN EROSiON AND SEDIMENTATION CONTfROl PROBLEM. For ~hc typiceol Slh-<ilam CI'"O$$lnlll. (! pl1ln$toci( !ilOiddie could be ui1lllld en @lthll:>i" $!do to brldg«l ~h(l sir0offl, d~jl~ndln91 on til\'! p@nst(()c~ iiloddloo $pClcifl{l). Jut@ nIilUir;~ could b0 us®d arol.1nd ~i'l\lJ p(i1t;'\$#oei< llIaddl0m too pr0v~i'l~ iC(il$ og soiL Jt!i@ "0ttlng c()ul~ be Y!!I<:IO 01'1 illl'i:l upMIi sid0 of thl1l Sltll'"eom bank ~o prGl:lell'lt (iny iC!il$ 01 $oil materiel!. Til., penstock rQut;!> w!iI riO~ b0 cl<!lOli"@d o~ 1lI1! 110Q0h.iltloi'il, t&"I® fi}@llsiock soddleSi ""Iii be insta!i0d, h':lt!l:Ilng VG9",hstion betwGeri :lii(lddl~SI, ~() mo!nioln $oil ;]!t<llb!llty. SURFACE ~~----PENSTOCK SADDLE DIJO ill ill I'[NSTOC~ S161AW MU 3ARiiti!\\l SIJ~~AC[ P[I<lSY()CI( SADOl[S JUTE ~urll>lG FIGURE 2: EROSION & SEDIMENTATION CONTROL A TYPICAL STREAM powerhouse will be a prefabricated metai building, approximately 30 feet 40 feet by 20 feet high, located on a reinforced concrete foundation at approximately 100 MSL, as shown in Exhibit of this license application. The will contain one impulse type horizontal shaft turbine rated at 2.2 MW 950 feet of net head. Powerhouse construction will place on bedrock, with some excavation of the bedrock to structural integrity. The powerhouse is not in a wetlands and is approximately 100 feet away from the corridor. The ordinary high water Wolf Creek is 50-75 below the powerhouse site. The powerhouse wm bypass water, when the project is shut down, to maintain instream flows to the anadromous reach until water from the impoundment the tai~raceo excavator wiU be powerhouse site and will likely include blasting of the bedrock powerhouse foundation. An area around the powerhouse for be cieared. The staging area around the powerhouse couid be 100 feet by 200 Methods to minimize erosion during construction could indude straw or hay bah:,~s, jute fencing, as shown Revegetation will take to prevent any sediment entering Woff Creek with seed and types determined through ,I~""«-,,..,, ... with the Forest Service. This area could be hydro~seeded, with a the Forest Service, to stabilize the slope from erosion. A tailrace channel. will be provided turbine case and through a into Twelvemile Arm and 1-50 feet long, 10 feet wide, and 6 feet powerhouse discharges from under the into the existing bed, which flows TaUrace will be spilled above the intake of OV •• ",1'Ifi'9 .... Woif Lake Boat Works hydro and above before reaching the "" ... , .. ~",..,..,"' ...... Tailrace construction will require excavation of soils. tailrace construction will require excavation of bedrock and soils up to approximatety 330 cu. However, only about cu. yds. of excavated ...... ,,'''"''''1 .. ''''1 will be removed or near a wetland (Wolf Creek). Some sedimentation of occur during the construction of the However, will be the primary materia! excavated from the tailrace, which will amount of sedimentation to take piace. Methods to minimize construction couid p.S include straw or hay bales, jute netting, and fencing, as shown in A transformer will be nH6xt to the powerhouse, supported on a concrete foundation. The 3,000 kVA transformer will step up the voltage generator's 4-,1 volts to 12,5 kV, for transmission to Hollis to connect with the existing transmission line, The 12.5 transmission line go overhead at a mean of approximately 300± 50 feet a right-of-way for wi!dlife hab~tat during the summer of 1996. An example of the transmission configuration is shown in this Hcense application. The right-of-way will approximately 50 approximately 2,3 miles long. is estimated that approximately be required aiong the right-of-way. be anchored into bedrock and others may require excavation of soils. Because a access road be constructed along tn,a transmission wetlands wiH avoided as much as is practical but may be unavoidable in certain situations, will use cuts that are near 300± feet above MSL to minimize dearing of old- growth forest. Transmission fine pole will be approximately 300 feet unless prohibits this of spac~ng. disruption soils wiH occur [n the process creating a right-ot-way aleng the transmission route in placing poles which wiil discussed in the next section, Access Right~of~ways. Although, some poles be bedrock, the estimated excavated material may be cu. yds the transmission line poles, Not aH the transmission line be in wetlands, particularly as they wi!! be spaced to 300 aparto However, dearing of trees along will necessary along with for the transmission right-of-wayo incidental sedimentation of streams and along this corridor could occur. This corridor COUld be hydro-seeded, with a seed mix acceptable to the Forest Service, after construction to stabilize the excavate disturbed areas from erosicm. Methods to erosion and sedimentation construction include straw or hay baies, silt fencing, as shown Figure 4. There is no existing road to mouth of Wolf Creek existing Wolf Beat Works. Though much of Project could constructed using boats, barges and helicopters, there wi!! a right-of-way for construction of the transmission line which wi!! used for access to p.6 El LEGEND: i'I!:NSTOC9( TRANSFORME AT START OVERHEAD TRANSMISSION LINE STII,,"W ElAU: I!lIIIIR!I':R SURFACE PENSTOCK S~DOLtS Jun HIETIIHG RIPRAP SIlT FENCE CERmCATl~: ~~ISI!'~CYM fM~~5rt~ Me MY(W El FIGURE 3: POWERHOUSE SITE [ROSION £ & SEDIMENTATION CONTROL PLAN STR!\W ~1\!lRi[il \ a SilT MAY !l[ OS[O WM[Il[ I!['CE~;S!\IIIY-- SHO' IWCK --~ Oil GRAVEl \ PROPOSED o IJ Il $TIlIIW IlIAt[ 014111llU SilT f[t<;CIMG c ""I"l'+""'''' the transmission line potentially to access the ""I'i"'"tt:>",v if the weather too extreme a skiff, helicopter, or fioatplane. access penstock route and impoundment structure site the penstock right-af-wav will used to move equipment materiaEs up the slope during construction. An excavator wilt be trench the penstock and move equipment up to the head works of the Project. A cat~road win be constructed aiong the penstock route requiring the removal of trees and vegetation. However, this can primarily kept within the approximate 20 wide penstock right-of-way except natural obstacles occur, Other access to lake would by floatpiane. Helicopters may also be used transport construction personnel and material to the and slope areas. A primitive path will be established a~ong the penstock route for future inspection and maintenance of the penstock and upper works, During clearing for the transmission line right-of~way I an access wad constructed, Several significant streams must crossed with small (possibly from deared for the right-of-way). The estimated width of the right-af-way would no more is necessary to access placement of the transmission poles, dear hazardous and string transmission line. width of clearing expected to approximately 50 as far as ground disturbance. To keep the right-of-way this narrow require clearing of some trees outside the foot right-ofuway that be hazardous because they are or too tal!. Not all of estimated excavated material will be in wetlands. it is estimated 2.000- 3,000 cu. 'Ids. of material could excavated wetlands the construction of this right-of-way. Most weth:mds aiong the access road are not ponds are organic soils (muskegs) with and other vegetation intermixed. organic soils are formed entirely plant materials various stages of decQmposition, and are often found on siopes of less than 12 The muskegs are poorly drained, with the water table at or near the throughout the year. water the muskeg soils have a tendency toward liquefaction. Other areas are either bedrock with a veneer or organic humus soil, averaging about thick. In some areas the humus has developed directly on bedrock as a result Qf glacial sCQuring previous material. Wetiands will be avoided where practical. Excavated rock will in construction of the road. will be ,'''UT.'',"".,. stockpiled and used for revegetation or disposed of a manner the Forest Service will n"""','I'<:i:&, Most, if not aU. material be In addition, to keep tree clearing to a minimum, the transmission line will utmze the clear-cut margins if they are near 300± 50 above MSL p. 7 r. ... "";;;;l.)i;t to the transmission wi!! be necessary for inspection maintenance. Therefore, of constructing a mad need empioyed, such as drainage ditches, and appurtenances to prevent maintain the in good order occasional lIIse, The access mad WOUld limited use for irnspection and maintenance of transmission and when weather prevents a necessary site by either skiff, f!oatpiane, Of helh:::apteL potentia! for placing a at mad entrBlnce by the Applicant to control access to Project area and limiting access to Agency Applicant personnel be with the resource agencies, The temporary access from a would consist of a from marine shoreline, approximately 1,500 south of the Wolf Creek Boat Works, as shown Figure in the Hcerase application. The road go in from marine shoreline approximately 1 00 feet and then head north to';f'llards the powerhouse site following the between an clear-cut and an o[d-growth forest for of the way" temporary access road would hidden from vieW the stand old-growth forest aiong shoreline, Clearing be required but the temporary will remain at a width to impacts, 1 feet wide. temporary access mad wilE be 1 feet of an eagle nest and 5 south another eagle nest, The nest 1,000 feet (located on a USF&WS map) was not observed during studies, only a nest 1 mile south and nest 0.5 north of proposed access road, None the nests showed of use in 1 This corridor could be hydro-seeded, with a seed Forest construction to stabilize acceptabie ta the from erosiorL During construction transmission right-af-way, sign1ficant streams must be with br1dges, possibly from traes cleared for the right-af-way. of the right-af-way will approximately feet, as as ground will to be cleared within approximately of the transmission !ine with some of the lower vegetation remaining to keep the Not the estimated material will be in wetlands. [t that 2,000-3,000 CIL of material could be excavated in wedancis in construction of the right-of-way, Spoil fmm excavation of right-or-way be used to fin the down Stope side the ,Methods to minimize erosion and sedimentation during construction could include straw Of hay baies, fencing, as shown previously Figure 4. Drainage ditches culverts the right-af-way would also utmzed when practical. During construction ptH.~Sef major potentiai impacts to water qLl~lity be increased concentrations suspended Blnd sediments in p.8 incubating fish by interfering with oxygenation and dissipation me:tal)OIlIC wastes and fry could be direct abrasion fo",,,,,,,..,I ... gil! tissue. are expected to be sHght and temporary the use of Best Management Practices (BMP's), The primary sources of these sediments would be the excavatjon construction of the impoundment structure, penstock, powerhouse, ~"""I"'<l!'" transmission line. Applicant will utHize (8MP 14.5, Road substation and and 14.25, Surface Control at Facilities Service 2509,22 Water Ccmservation, during construction to contain any spillage of any such as fue!s8 Of construction materials to prevent erosion and sedimentation, The following are the BMP's likely to be implemented: o Measures to reestablish vegetation on exposed would be accomplished by seeding with suitable grass conjunction with mulching and fertiHzation. areas may require tree seedling or shrub seedling planting, Consultation with the Forest Service will determine where and what of seed and plants to use. o Measures to physically protect the soil surface erosion or modify the to minimize erosion include the use of grave! on the surface and use of mulches, riprap, erosion mats, and terracing on cuts, fills, and ditches as appropriate, o Measures to physically inhibit the transport to streams could include use of baled straw in fmslopes, and silt fences. o Measures to amount of soil or near streams include culverts (greater than 24 inches in in Hve streams to crossing a stream with rock during road construction. o with full ,mplementation of BMP's, it is recognized that some construct~on practices may result in "degradation" of water quality. A short-term (less than hours) departure from turbidity standards is allowed for construction activities which ""T~\gol"'''U fully maintain the waterbody's designated beneficia! uses.' I Soil and Water Conservation Handbook, FSH 2509.22, 14~14.27. U.S. Department Service, Alaska. P. 7. October 31,1996. 1'.9 Forest EROSION AND SEDIMENT A nON CONTROL MEASURES CONTROL f@lIowing a!'~ the lr1]tSpectiolliis maontemil~'lce pr@lct~CetS that maintain erosh:nl @lnd sediment controls: 1" AH measures will be maintained in good working order; if a repair is it will initiated within 24 hCH.H"S" 2. up sediment removed from Q)i1e~third height of rencs" Tempofl:iry permanent and pianting will be inspected bare spots, washouts and heaithy growth. control measures w1li be at least once each week and following any storm event 0.5 inches or greater. 5. To prevent surface erosion, a fast-growing, sod~forming grass wi!! be planted, along mUlching for immediate protection, 6. Any slides within the project area will be 7" The locat~ons of the erosion and sediment 1 Contact: Dale J. Kanen Phone: District P.O. Box 500 Craig, Ale 9992 907-826-327 p. 1 to U, Forest be Figures 1 ~ EROSION AND SEDIMENTA nON CONTROL MEASURES AND SEDIMENT MEASURES DETENTION POND RUN-OFF CONTROL LARGE AREAS 1. Control Pond PREVENTION FROM LOCALIZED AREA 1. 2. Silt Fence So Reference A-3 &. A-4 3. Culvert al. STABILIZATION STREAM CHANNEL BANKS 1 . Reference A-4: Erosion Roadway Erosion Control 1 . Rock Construction Entrance Road 2. Vehicle p.2 EROSION AND SEDIMENTATION CONTROL MEASURES EROSION AND SEDIMENT CONTROL MEASURE Detention Run-off Control larger FiGURES: 1 Temporary Erosion Control Pond PURPOSE: sedtment control waters retain run-off disturbed areas such not enter existing drainage course. Temporary are created by construction a across a watercourse or by excavating a basin or a combination of Temporary erosion control ponds shal! installed order to run-off waters sediment and drainage ways, and streams below the by sedimentation debris deposition . Temporary designed to the fo![owing 1 . The or forming pond be located to provide maximum volume for trapping sediment the structure as weH as for greatest ease of out. In some cases, intercepting are necessary to divert the run-off to control Whenever these ditches will meander to preserve the natura! vegetation. dams barriers are shown Figure A,.., . earthen structure is used larger contributing areas or drajnage straw and fence barriers are when contributing disturbance area is smail or Siltation ponds provide a of 1 foot the elevation for dead storage. storage volume shaH be a Mnili"U:t!~,t of 0.2 cubic feet 1 tributary to the pond, 3. volume the pond foot shall sized to handle a 2-year, 24-hoW" storm and will based on of the . The area the pond win be determined the foliowing equation: area := 1.'lQ/vs; a = design and cs "'" the settHng velodty, {\Nhen additional areas are pumped to sediment ponds, Q the 2-yea1' design flow and flow rate of ali pumps contributing to the pond. interior horizontal of siltation pond shall 1 foot p.3 no steeper 3 feet EROSION AND SEDIMENT A nON CONTROL MEASURES 5. An outfall, consisting of a vertical pipe or box type perforated riser joined by a water tight connection to a pipe which extends through the barrier or dam forming the pond, shaH be provided. The outfaH shaH have the capacity to discharge the 2-year frequency peak flow. a. The crest elevation of the riser shall be a minimum of 1 foot below the lowest elevation of the barrier or dam forming the temporary pond providing a minimum 1 foot of free board. b. An anti-vortex device and trashrack shal! be securely installed on the top of the outfaU riser. c. The bottom of the riser shall be attached to a minimum 1 foot high base of sufficient mass so as to prevent riser 'f!oa;tation. d. A gravel filter consisting of washed gravel or quarry rock shal! be placed around the perforated riser. e. Discharge from the siltation pond shall be to a rock fined waterwa;y and shaH typically pass through a filter fabric fence, immediately prior to discharge from the site. p.4 EROSION AND SEDIMENT A nON CONTROL MEASURES EROSION AND SEDiMENT CONTROL MEASURE 15: Prevention Erosion from Localized FIGURE: TYPE: Baie Barrier To reduce the generation of sediment from disturbed areas by filtering or diverting run-off ~ocalized areas, GENERAL: Straw bale barriers be temporarily instaiied across exi~ting ways to collect and store run~off and sediment prior to discharge, barriers will be instaHed in drainage ways, before any upslope grading, or construction activities, commenCEL Straw bale will constructed to the following general specifications. 1, Straw bale barriers shall laid sideways, tightly abutted, stacked securely place with at least two stakes per bale, and keyed the ground 6 to 8 inches. 2. Straw bale to impound shall be constructed to a sufficient length and height required volume, 3. Straw bale barr:ers shall be !ocated to provide maximum capacity trapping sediments. ponds, created by straw bale shaH provide a 1 foot belOW the fiser elevation for storage~ storage determined as in Erosion and Control 5. volume the sediment pond be determined as outlined in Erosion and Sediment Control Measure An outfall shall be prov1ded that of a vertical perforated pipe a water~tight connection with an anti-seep a p1pe, which through straw bale barrier. have the capacity to discharge the 1 O-year frequency ftow, to shall 7 crest elevation the be minimum 1 beiow lowest e[evation the straw bale barrier, providing 8 minimum 1 foot of free board. p.5 EROSION AND SEDlMENTA nON CONTROL MEASURES An anti-vortex of the outfall and trashrack be securely installed on the top 9, The bottom of river shall be attached a minimum 1 y'"'",""_ .... bale of sufficient mass to prevent riser ?~"'''''l>."'I' .... n 1 D. A gravel filter consisting of washed gravel or quarry rock than 2 shall be placed around the perforated 11. Riprap shall be place on both sides of straw bales and outfa!1 channel, for control. p.6 EROSION AND SEDIMENTATION CONTROL MEASURES of Erosion from localized Areas REFERENCE RE: A-3, A-4 TYPE: Fence Banier PURPOSE: sift fence filters run-off, prior to discharge, bV intercepting sediment while aHowing water to percolate through GENERAL: A fence is a temporary barrier of a water-permeab~e filter fabric such as fiber, polypropylene material. polyvinyl chlolride woven cloth, reinforced chlorosuifinated poiyethylene cloth, or approved equivalent. Silt be aiong the creek down~iope of disturbed areas, upslope grading. sm fences be installed around the spoil or following disposal excavated material. fences shall meet the following criteria: 1 < of silt fence sha!! a m!!1lmum 2'-0", measured existing or graded ground 0 2. The silt 'rence shall be supported by wood or fence posts, 3. 5. a mcndmum 4 apart. Wire shall used to support the fabric uniess the recommendations its use. filter fabric will support post. securely fastened to the upstream which support siit shaH be toward the expected run-off source. of each on fL The fitter fabric shaH trenched into ground with a spade, or mechanically trenched, so that the dOlJvns!ope face the trench is and perpendicular to the of flow 0 Where solid rock encountered, steel posts will be used will securely grouted into the rock. p. 7 EROSION AND SEDIMENTATiON CONTROL MEASURES EROSION AND SEDIMENT CONTROL MEASURE B: Prevention of from Localized Areas REFERENCE FiGURE: TYPE: Culvert PURPOSE: The velocity flow is nearly always speeded during passage through a cuivert and always when passing down a chute. prevent the formation of a scour hole or plunge pooi, the the culvert or chute will protected by placement of a 1-foot thick blanket of quarry spalls, 'i"!:!..,' ..... ' .... n from a of twice the culvert diameter at outfall to four times the culvert at a length of four culvert GENERAL: velocity of water flowing through a culvert or a chute wi!! usually and, therefore, will tend to form a plunge where it flows into an unlined channel, To minimize this the ve!ocity of the water shall be dissipated with the use of riprap. The typical outfall shall include following provisions. This type detail is temporary or permanent. 1 . The riprap blanket shall be a minimum of 1 in thickness. Materia! may dumped or hand placed. 2. The lateral extent of the rock shaU be at one culvert diameter on each side the chute or The length of the apron beyond three diameters. of the chute or pipe shan p.8 EROSiON AND SEDIMENT A nON CONTROL MEASURES EROSiON AND SEDIMENT CONTROL iWU;;;,~.;::8V c: Stabilization of Stream Channel Banks REFERENCE FiGURE: : Streambalnk . Stream bank erosion is a natural phenomenon, can become a probiem during storm events higher water, Riprap sections will utilized to provide additional scour protection stabHi:l::ation the streambank, particula.r!y in areas. GENERAL: Most of revetments or are due to an ~nadequate extent of the The upper should generaHy above design high water level. Bank protection should be terminated at bedrock or at maximum depth of scour. VVhere lining cannot extended to the desired depth, place at the and it wnl fali into scour hole as it develops, Revetments may constst of stone, piling, etc. or with vegetation, Dumped ferms a flexible lining which is resistant to settlement and will not suscept!bie to undercutting as concrete lines, since stone wi!! gradually slump into scour hole. major is it a rough which results in dissipation of the stream's i1"frli,I"Wr;IU minimizing scouring prob~ems at ends of the revetment or lining, designing stone linings, it must be remembered that to depends principa!!v on the of stone rather than the thickness of I~ning. p.9 EROSION AND SEDIMENTATION CONTROL MEASURES EROSiON AND SEmMENT CONTROL MEASURE D: Readway Traffic Erosion Control TYPE: Rock Construction Entrance Read PURPOSE: The measure is a stabilized pad of crushed stone located at any point where traffic will be entering or leaving a construction site to reduce or eliminate the tracking of flowing of sediment onto adjacent land or right-of- ways. GENERAL: A temporary Construction Entrance is a rock stabilized temporary entrance pad and shall be constructed at points where traffic will be entering or leaving a construction site from or onto adjacent roads Of right-of-way. The pad shall be ef sufficient length and width to eliminate transportation of mud and sediment from the construction area onto the right-of-way by motor vehicles or by run-off. This temporary measure if constructed and desIgned properly can become part of the final roadway section. Construction will meet the following standards: 1. The stabilized construction entrance shaH be a minimum thickness of 8 inches and constructed of free draining material such as crushed stone (2-112" to 1-1/2"). 2. Width shou]d be the full width of 8111 points of ingress or egress. 3. length should be as required but not less than 50 feet. 4. The entrance will be maintained in a condition which wi!! prevent tracking or fiowing of sediment onto public right-of-ways. Periodic top- dressing with additional stone may be necessary as field conditions dictate. When washing is required, it shall be done on an area stabilized with crushed stone which drains Into an approved sediment trap or sediment pond. p.1O EROSION AND SEDIMENTATION CONTROL MEASURES EROSION AND SEDIMENT CONTROL MEASURE D: Roadway Traffic Eros!on Control TYPE: Vehicle Turnouts PURPOSE: This measure is a stabilized turnout area iocated at areas akms the access to provide a place to over to allow passage of other vehicles along narrow roadw6JY. GENERAL: turnouts afe areas adjacent to the roadway to aHow vehicles to The pullout be sufflcient size to aliow construction vehicles to pull out traffic. Construction following standards: 1 , surfacing materia! will the same type thickness as that used on the roadway surface. The turnout be graded to slape toward roadway. 3. fill slopes in measures B have erosion and sediment control measures as c. 4. Flow in roadside ditches wm maintained throughout construction by lining the ditch with quarry spalls; or for deeper installing a culvert. 5, Turnouts will not be installed the bottom of sag curves, and wiU not installed to interfere with any 6. A sediment trap will turnout. installed immediately downstream of p.11 vehicle PElllfOilt. TEO !l!l$;li'! I'il"~ iI<S GA~"'[l-rlU.ED T~[NC.a c EROSION L~JlIMENTA11011i POlliQ I1.Y.S. EMEW[IlC't Oy[IW!.O>.w Si'BU.W"'V CRi:$T OORn 1'11'£ '-li'mlGMIIl'IIl I!t.S[ TO 1'1I[1:1[N1 n.Oi $; lION FIGURE ,11.-1: EROSION & SEDIMENTAnON CONTROL POND -... .....,." .. """"'" .. "" I 'j ·l Of S[[))ROCK iN STAKING THE BE POSSi9t!L f:l ANTH)EEP COLLAR PERFORATED RiSE~' SILTATION G~A'VEl filTER (MAY !3E HELD IN PlACf. WI~I£: iT ~'~!%., li I"ll'i'[~ FAeRie ~£nJUI\I.. 2" lin' :!(" lin' 14 ~, WI~£ ft\lIl~iC O~ [QUiw,u:m rOIli I!IIM;&\:U~ 2" Il'f 2" Il'f ~ ~ ilUI, WillI: F"MRIC Oil [QUI .... flUES [ABRle (SiLT) fENCE M,l,!!;, fiGURE A-3: tiL TER f" ABRle FENCE ~.i.S. coo S'iiW' ~~ ~'if ~(!f~"~I!Jl~ 1M 'OOl!: ~C~ @r ~ ~f,;~:m:~"(. "",¥."~U-l ~~ ~ ~:~) ~[ A-4: ER~aM COHmOl f~C I~ , ' FT September 1997 PRINCE OF WALES ISLAND REGIONAL ENERGY PLAN September 1997 prepared by . This report was fowled by the Haida Corporation, Technical support and recommendation for this report WM provided from the Sealaska Corporation and Alaska Power &: TeiephoM, I., ~~ODUcrION Prince of Wales biamd is IOQted in l]Outh@Ut Aluka approximately 30 mifies west ofKetclIbn. Princ® of Wales ~ with an area of mort: ~ 2.600 Iquare mil~ m1d 990 miles of~e is the third il.fgem island in the Uruted Stites. The population of the isbmd is almost congregated in the small commuMle! ofenig. Kla~ Thome Bay, Hydaburg mel Hollis. The economy of the isla.?Jd is generally centered around commercial fb;hmg and timber harvesting. In recent yeus. the island has witnessed continued srowths in population and energy consumption. Historically. the power IUpply of Prince of Wiles I~ his ~ fairly typical of other puts of rural Alaska c snW.l isolated load centers with suppliai mtn indepmdem dieseigenemtion. 1981. the Alaska Energy Authority funded conmumon of an electrical intertie b~ the communities of Cmg and Klawock. Interconnection of these two coHamumties providfJd In immediate savings for the consumers by anowing economies of ~e in diesel generation. This interconnection pjus the ensuing load growth ooon renewed interest in developing hydroelectric projects on the island. In 1995. Alaska Power 8£ Telephone 1 (AP&T) completed construction ofthe4.S mepwatt Black Bear Lake Hydrodectric Projed on land e~ed by the SeaJub Corpomtion2• Project output is currentiy used to meet the electrical needs of Cmg and Klawock. In 1996. approximl.tely 8(}% of the 23 ~OOO MWbrs of expected average amnuat seneratioE1 of the proj~ was ut.iliz.ed. new electricaimtertie hu been funded and 'WillSOM be coMtmctoo to COMect the City of Thome Bay to the CraiWKlawock power grid. Once completed$ most. Wnol all. of Black Bear Lake's energy potenti21 'Will be utilized. AP&! is constructing an interne to Hollis. and these loads will ooon be interconnected ~ the system. A schematic oCtile system is shown in Figure 1. As a remit of the new or piMnOO interconnections and the ex:pected fWl ~on ofb Black Bear Lake Hydroelectric Project. new hydroelectric projects are being investigated by AP&T and Q others on Prince o(Waies Island. These projects include development on the south fork orDear Creek near Black Bear Lake, WolfLake near Hellis and Reynolds Creek near Hydaburg. These projects wI hold the promise to continue providing Prince of Wile lIP bland with inexpensive and reiiable hydropower energy. The purpose of this energy pian is to qu~ the benefits of these hydropower projects as proposed and to identify the best long-rmge stutegy for interoormeding Prince of Wales Isiand 3. This energy plan also projects electrical load growth and generation requirements. identifies lima predicts timing of fumre resources. find target$ the tnmsmi!Sion interties to eonnect the various oommumties of Prince ofWrues Island. i A1~ka Pmw:r &: Telephone is a privately ~ld ~tion ad is the largest aWlity on Prince of Wales Islud, 2 Sealub Corpo:ition is the largest lmdOOlder en the islMd. ud ~ shareholders represmt a sipifiamt group of Eatepayers on die wm :; The outlying communities of Coffi'wm~, Whale Plw. Na!Jkati. Port Protection aM Edrut rep~nt mi~ electrical ~ m'el physically too wmmt to 00 im:iudOO in this ~~. Prince ofWtll~s Island " Regional Ew"8)l Plan Princrg ofWal~$ Isltmd R~gi{)nr:d ~Pi!JI p~ , , , , , , , , , , , , , , . . , Fm~t?i 1 Prillil~~ @f Wru~ bbiil!ld .. :~, ?-.-~* Wolfl.t;;b; • Q .'~ ,/ <;,~., v: :' ·O~~~ Hollis . , . , Existirig i}lte~ ProposOO, mwru@ (y¥. to ~ bw~l Projl%:t ~~ion M@ . . , , , , , @ Exiillting Hy~l~"i!: mjl%:t 1: Pr©~ !<ly~"'OOlectrfit: Dp(;)jt ~fJ~WJ;(f;1f 1 ~9'J " In 1996. energy u~ for the communities mcludoo this study totaled approximatety 22.200,000 kWhrs. The peak capacity demand for this approxim.stdy Ss600 leW. These figures represent I combined population of 4~i ~ mergy requirements have increased an annual rate of9.6% smce 1990. The electric utility providing po~to each village and the fe~ve loads for 19% is provided in Table 1. Tabllel lA!~dCeEiten -PMOO of Wmei &Ialllld AVI. AIlIBiual f!liBe~gy G ~IUU'ati@jljl The island economy is primarily natural resource based~ although some tourism and govem.mentad activities help provide diversifi~tion. Natura! resource activities include forest proouas. semood harvesting md processing. &ld mining. A genera! estimate offuture load growth has been made from rustoricalload growth patt@m$ and from etMr sources of data'" 1993 ECONOMIC PROFILE AND FORBCAST In April 1993. an eronoDc profile and forooast was oompieted by the Mcl)oweU Group for Klawock Island Dock CompMY. Klawock~Heenya CorpoBtion. Sea!aska Corporation, inC ShufloSeet. Inc. The report provided a forecut of population growth on the island for the 20~ year period 1994-2014, The forecast was on a regiond basis md did not include for~ for individual population centers. The resuit§ of the forecast are summarized in Table 2. 4 State of AlMka. Dept of Community DO RegioMJ A.ffaW SWiaiCi. . S A detaHoo power requirements study tach of the Cllmmuaiti@s Dot been performed !Wi! it is beyond ~ scope oftWs report w prepare such a fo~ P"inc~ OIWQJ~s Island RegicmQ/ &ePfIY Plan T~b~ p~ fAW_ idiHft€ll P@PWIi~ JF@~ ~§dl!.;,Jl6:'I~~ ~". ~{ifW~~~J~~~~Po~ A~l~l.M~G~ Althoug.bJ chang~ in popt.dmtion milt}' not !eSUllt '.n the M.m.e Mlount of chang@ in mergy requirements. there mould be IS po!itive corres£uon b~ me two:. hl other words if popui£tion incr~~. power reqwemenu Ihould mso m~. Wh~~ 011" n©t the c~@ m power ~uiremMt$ is ~ter or l~ thtm the chmge in ~uli.ti@fi win depood on $Wemt f!'tCt©rn including the underlying cmlS~~) of the cl'wtge m population &nd the divot)' of the lolot\. Howev~. one would ~ the nO&ls 00 Prin~ ofW&l~ l$lilOO to ~ue to ma~ bmsed Qn the 1993 McDowell Group Ewnomic Profile ~d FOll~. Assm~ LoAD GRO\vm Ab$~t Il detailed Road fo~ for ~h of' me c@mmumti~. the foUow',ng load groMh $C©na.do~ have b~ assumed. 'f~iel A£wm~ L@~@ Glrowtl!? A~~ A.irmtaru bt~ @f Cbatiill~ These trmds ar~ in genem £greemoot with the predicted ch£ngef£ ira POPU§littiOIl shown i1fi lIAble 2 Me are consi~et"ably less thM the recent historic increase in IOlitd 00 the iSland. In &ddition to dIe existing Ifl/lds pre~ted Tlbie I, additionai b:arg~9 di~Cfete losd$ hIve boon mdud©d in the for~. These 1000$ E'1epresent oth:er 10M centers lMt presmtly rely on self gen~ation but would likely be added to the grid system as the mreme mfr~ructur@ on tI.'B® isimd continues to develop. Tibie 4 pmvide$ a oom.mmy of these loads to 00 wdoo to the b~ lomd requiren".lents. These !oa(b: have hem grouped i,ccordmg to their logic;! mt(:fOOMeetmn pomts. PriI;';C~ o!W@!l!1sisltmei Regional Mllrgy Pitm T~1e4 .. ~N®wml!mV~~ A d.es.cription of these low is provided below: MinifJg ., A mmtmU pro~g facility is DWlS oonmu~ nm-Klawock A distrIbution !We _ been ooMtmcted to ~ this ~ from the oosttng Cmg/KlI:wock ele©trieal system. Goose Ca!!! 0 The ~ Ca~k Ind~ P!U'k Js cmrmdy being developed approximately six miles west of the City of Thome Bay. This pm is expected. to be the home of many small industries such u sawmills. ~ shake rmns. construction contractors Md. an automobile wrecking yard. The Black BelT Uke~Kasatm m!el'tie will pus diroody by the Ooo~ Creek subdivision. Once oomtruet~ it is likely that U~ in this area will liw up self gen@mt1on in return for utility supplied. power. Smtth TOOme Sqy. smaIl number of residents are located in an area refemd to as South Thorne Bay. The residences are generally isolated from one another and do not have centralized eiecmcd $ennce. The City estUnl.tes that if aU resIdences were to iWIed. the peak demand would be I SO kilowatts (15 kilowatts avenge). The Black Bear we- Kaswl mt«tie will pus weedy by the entrlnce to the South Thome Bay $ubdivi~on. Once oonstrud:ed~ it is1ikely that users in this area will pe up self generation in rerum for utility supplied power. NatzMhird lpggtng Camp Q This logging cm1p is located on Natmmm Bmy just north of the community cfHydaburg. Sealukm Corporation. which O'W1'iS mid operat~ the cmt~ has indicated that they piam to k~ the camp in operation indefinitely md wowd favor m Iiltemative source of generation. Hydaburg Cold Storage FflfiliJJ! -HaidaCorpomtion has obtained a 2o..yr 1<MSe to the facilities. These facilities are currently not in operation. Under the high load growth scenario, it is assumed that this facility would r~stmed. A summary of the amuN generation requirements for each of the various load cue usumptions is presented in Figure 2. Pl'inc~ of Wales Island Regional Enf:f'gy Plan ® ~ !?<l ~ I: * <§ @l'l "" 6'a ~ ~!ffila Aiml\i!lcll~~~ Pri!i~ cfW~ !..d~' ~.~ <iii< ~ rn "" .... "'" <§ <iZ ® &;\ (?<; @;l VOOS' =,;= i ynz[;"~t~ 11'<1 ~ @ ~ &oj "'" ~ * ~ ti<\ The icitiiI shift th~ trend lines in 199811999 is repjf~s~nta'!dve of the fi®W mmmg en~mr requirements coming OlllgM®. PrinC$ @j"!llal(tslslanti R<£R~ionial EnertIY PIW't DNi,ft Sgptgmb~r 19~7 m!> GENERATION RESOURCES To meet the iiland~ s power reqWrem~ the wrious utilities Omi tmdopemtea number of di~ generatClfS and one hydroel@Ctric facilliy. In addition.. ~ tn.nsmi~on mtenies bmW!;: been constructed or are being planned. These exi~ generation fesQUf©e$ are summm.w.i bdow. BLACKBF..AR LAJ::EHmR~c PRoJOC! In 1995, MILT oonstructed the 4.S s megttwatt Biack Btmr Lake HydroeI®Ctric Project. The project is located in the center of Prince of Wales Island approximately 9 mUei of Klawock. This high head project has approximately J~OOO 8a@<-feet of stoRIe is capabl@ of providing approximately 3.6 million kilOwmi¥hours of stored energy. AVem#je annual energy gmeration is estimated to be 23 tnillion ki1owatt~hours. Black Bear Lake s the primary generation resource Craig and Klawock and approximately 80 per~ of the prOject8 S available energy was U$ed by Craig and Klawock in 1996. Once the tmmmission mtertie to Thome Bay and ~ is completed. the project is expected to be &t or MIf full utilization. DmsEL Each of the ishmlfs existing load centers his tlwenJ die~1 units mstaDed u summarized in Table S. For Craig and Klawock. the unit! are used in stand~by mode for periods when Bi£ck Bear Lake is down for maintenmoo. low water or camot m.eet load. For the remaining communities. diesel generators are the prime and only W~ of energy. &, low grow, th~ tfresel resoorOO$ win be increasingly relied on absent other new hydroelectric resources. Prince o/Wa/es/siMd R.egional Energy Plt:m TableS laRded ~ Capsdty ~~ . 1.md ~ity Uwt N~ Ol~ "I Unit 20 The foUo~ ~ly~rooi®drlc proj~ wr@ beinl pro~ to meet ti&e oontiJriWllly growing electric£i 1000 on Pri1~ ofWmles IslmdL SOU1HFOOKHYDRO~CPROJBCT The South Fom Hydrocledric nojedt i~ K~OO on m@ !Gum fork cfBlack Brm.r CrlOOk!tOO' th~ existing B~ B~ Hydfool~ Project The project is ~~proposed by AP&:T. ThIS: project would have 60D=fm of gro!~ h~ gmd wouM me up to 22 d$ to produce 2~OOO kW of caPl1Acity. Average rumu~ gen~ration i$ exp~oo to 0060 000 MWnm in a ~f-riv@f mode of' operation. TI>te proj@ct would mteroomed lit the exibg Bhtt:k B~ LUe !WitM~d. Th~ p!FOj~ !fP in the plmming permitting ~age of dwe1opmem. A FERC li~ for the project i~ not required. AP&:T i1l oomltmtteC to building this projet::t :md Mticip~t~ having the proj~ fe1idy for cm:nmerci~ sernoo by t':le md of 1999 itt m ~ted project oost of $ million doll~$. ~~uL~HYDRooucrruchomcr The WolfLake Hydroelectric Project is i~too spPTOximm;efy 3 mll~ ~ ofHolli~ on USFS iand$. The proj~ is bcing propos@d by AP&l, The projea wowd hmve lOSo..feet of NCM h~ ami would use up to 11 ~ to produce 10500 kW of (2p~. The project would ~ me upper feet ofWoJ!w@ to !Upplelm~l;,t m1~ fiows. Average mmW ItW~tion .~ to be 6.150 ~ per y~. The PfOj~ would mt®roomect £t Holli~o The proj~ h~ m the pl~g and pemtittmg ~e of development A PERC Ii~ will 00 reqwr~l AP&T (I!;~tinrMrt@$ d\~t the proj~ could 00 r~ for oommercial ~oo by the year 2000 it lim ~.atoo pnJj~a COli! of $ 6 million dollm!. REYNOLDS CREEK HmROELBCTI:UC PRomer The Reynoid~ HydrfJe!~c Project is 10C-21ted apprommmeiy 10 miles ~ of Hydmburgo The project is ~g propo~ by me H~da Corpofltiort The projett wotdd ~ve 160=f~ of gross he~dl md wouid inidruly u~e up to 30 cfs to produce 1,500 kW of capacityo The :project would u£® the top 4 feet; of Like Mellen to ~upp]emem I!utrum fiow$. Avernge annuru gei1eratkm is expeaed to be 1 I ,500 MWbr~ per year. The project being propored is expMdlhle to 5.000 kW 2Jnould future developmmt be warrmted. The project w{mid imteroonnedt ~t Hydaburgo The project h~ in the pl~g Md permitting !tmge of development. A PERC license ~pplicatim'i will rubmitted m Nov®mbef'. 1991. The pmject has 1reooivoo &\ 53 mDlillion construction ~t the federal govemnu~nt. MmM Corpor~on estim~tes tMt the project oouhl be feady for conr.mercim !~Mce by ~he yeM 2000 at am estimat~ cost of;$ ,>-4 l'nillion dollMs. Electrical interties between the load centers on tht:: island m-e various §tilllges of service, piruwlng Md wnstruction. l"temes provide am opportunity 10 share L'1ex~ve md price stlbf© hydropower lind tlso provide generation redundMCY to the interooMed;~ oorrunurud~. PpinCfl o/WaJes Islt:lFaa lJP€eft Regiolfuzl Energy Plrm &pggwJJtJP'199{ OVJo..Ku.WCJCK In late 1987~ the State of Aleb!. through dleAltMki.&ugy Authority~ comtructoo a u~mi1e 34.S kV mmmftSion imertie ~ Cmg mnd lOS!wock. Once mese two communities were electrically interoormect~ economies of ~e in diesel gmeration could be obtmed. which resuited in immediate 1mvWP to me consumers. AddmoMlty. the intertie increased the economies of BlacK Bear Lake Hydroelectric Proj~ by allowing both load centers to be served by the resource md~ thnore. allowmg me project to 00 constructed. im~ is owned by the State but ieased~ operated. mnd maintained by AP&T punuurt to the terms of liongotmn ~mmt. BLACK BEAR. ~ THoRNE BAY 3 KASAAN In early 1997 the City of Thome Bay amd ;;pitT ~ into mn ~iMt whereu tOO City would purchase wholesale power from ;;P&;1's Black Bear Lake Hydroeledrlc Project The agreement is bued on the mccessful completion of an imertie itom Black Bear Lake to Thome Bay and on to Kasaan. This intmie has receivm fed~ funding wmch is being admW~ered by the U.S. Department of Energy and is the pro~s of obtaining additional funding from the state of Alaska. The line would extend 18 miles from Black Bear Lake to Goose Creek at which point it would sptit and be mended 6 miles Thome Bay and S miles to South Thome Bay. From South Thome BIY, the Kin@ would mmd 12 mit~ to Kuun. The line is estimated to 00 in ' service by the end of 1m. Loads that could be saved this Jin@ include the mmmtmities of Thome Bay and ~ ma other ~ now self generating mclt III tbe Goose Creek Industrial Park and the south Thome Bay subdivisiort KLAWOCK g Hows APlkT been grnduaIly ~dmg their ervice t©mtory outward flom both Klawock mc Hollis. AP&T plans to e~y interconnect the two communities. This lOA mile intertie is expectm to be constructoo in three phases and complete by the year 2000. HOllIS 0 HYDABURG Currently. an intertie between the community of Hydaburg and the rest of the isimd does not exist. However. once the grid system hu been extended to Hollis, completion oftrus ll.st remaining mthe system may have merit With the line m place. Idditionll flexibility in generation win become ~;wilable. The cost of ronstruding this 20-mile-!ong line is estimated at :; .2 millioo. PrifR(;e o/Walfts Island RegicJ18ai Energy Plan lJ~raft SepteMber 1997 An mWy~s 'WU p®!!form®d. to ~_e ttE@ oo~ of ~evernJ di~= power $",lpply optiOri$ On the island. Each option. d~bed in gr~ter dlWAil imter. wu e\i'l~.bJatted by proj~g the mmu~ rom through tnt': ~dy p~riod iIi the y~ 2030, The proj~Qn of oost$ ~ ~rfom~ on a f£OmiPAi b~$ m that the m~ of~oD sre included. The net ps~nt wlu@ ofth~ oo~a w~r~ then determined using ~evn diif~ di~Ufit Th~ net preoont wdues w~r~ then oompm'ed to determ.me the l~~~ power ~ppiy of the optio~ ~ui!ed. m W$ ~$h:. the options 'with the l~ pr~nt vlAue oo~ MV@ the most benefits. Thi$ iU~ym$ oompue$ the throo loii~ ~rolM:h~ to lreSOUfC@ development on the wand. ~pfO~h~ Qm b@ g~~~: @ (h;n@f!l.tton to moot the f~u.imrntmt of the CI~wmawc©k mt@foonn~oo ~ t@ mdude Thom~ Bay. K~ &nO Holli~. G~ri'M:lration would come from the ·oostm~ Black B~ Hydro@lectric Proj~ mppl@ffi@ntoo by eit.~er continued die$eI generation Of future hydropower mch i$ that generated from the South Fork ~ldlor Wolf we projects. @ Gtlneration to m~ tile r~uirement of the Hydlhurg m'~. Being elect,'ricalily i~Ciiated. genern.don would MV@ to rome oontinu@d di~! gener.itton or future bydrcpower generated from the R~ftloEd~ Crook project @ Generadon to m~et an the requirements of the island. This scenario i$!fJm~ oompl~e intefcoM~on of aU me conmlursities on the island. Since interromeaioi.'B of the eJci~mg ~!tem to the communities ofK~ and Hollis is rures.dy M:heduled to take p!mce, thi~ option evilfJmte~ the eoonomk~ benefits of the Hollis~Hydidmrg mtertie. Addhionru benenu. such as bet.f!g {Able to optimize the d~SPfitch of too hydroelectric project~, lo&\d sharirtg ~d !ledumiMiCY in genermtion,. tMt are the F~utt of ~ k"lterCOm'lectoo S'tste:m hmve not b~n Qumtmoo m this mWyri~. The reKlur~ optima! bemg comp~OO; 1f6f$ thc~ d~boo in d~6f$ previou~ s@Ction of t&1is lreplrt., r1a.meiy the South Fork, WoffLake!'me Reynolds Creek hydroelectric proj~ v@f$Usoontinuoo; diesel genernticm. Other theoretical resource optiom may eJci~ that ~® not included in the ~l'1Iysis. Th~ mclude such option! as wind, solars til.hl. hydroelectric site$ ~ to SpOlllSO)f~ interconnections with oilier regior~. lmd others. These options were oon$id~red b~ too $pecut!!.tive or h~ving too much risk ~d were not con~id!1!ilied. Table 6 $how$ the oomb~tioruJ of the rewurce ~arics and the year of development lJ$ed in this mta!ysi~o Prince o!Walfls lsli21id Regional &epgy PIIm lJlt'4ft Sep8&$wW(!P' U~rf! c~ 1 r~ the base .~ of continuoo di~®i gmenmon md will be the threshold for which the other resou:rce alternatives will be compared. RegioMl rnteroormectionis used to describe a completely integm:ted dectrical sy$tem,. energy is assumed to flow both directions over the mtertie as low and moor~ \W.fTImt. Since Hydaburg has ample diese1 generation. regioniJ interconnection under the an diesel cue was not eviluated. primary MSUmptions used in the analysis are mmmarizOO below. More detailed assumptions are presented in the appendices to this report. e General mflation and discount mt~ for m1l ~ are 2.701@ md 1% per ~$ r~vcly. (II Cost of debt Md rettJm on equity are 8% and 14.15% respectively. Th~ mtes are reflective ofcurrem lending mtes and APUC regulatiom. Capital investmmts are assumed to be funded with 10*,4 equity and ~.4 debt. (j'I AnmJaI taxes are reflective of each of the project sponsor's firumcial positions. e DepreciabJe lives for the diesel. hydroelectric. Md mmsmission projects is 20 t SO. Ina yearsj"~Jy. e Diese! mel costs in 1997 are $1. 00 per gallon and have a reaJ. escalation of 0.5% per year. @ Die$ei gmemtion efficimcy is 14 kWh/gaDon for Craig and IOawock and 13 kWh/gallon for ~ other 10M centers. @ Variable com of diesel generation are SOJHIkWh to retJed the avoided co:it of alternative generatioll< Fixed costs would be common to power supply options and are not included. e Potential seasonal variations between power r~uiremenu md hydroelectric generation has not been included. Prine., of Wales Idand Regional En~"D PIM ~ C&pitd oo~ fer n~ pmj~ mcrud® u®Ct OOID~d:iOID\ oo~ indir~ oo~ctio!fi! oo~ mch 1.$ ®ngmemin& H~& ~ ~i. _ oo~ooci@§. ® HydfOe1~C projoou include a SlUHIkWh ~Uli1 bmd t~ pm~:t ® Vmsble O&'M cost!\! for hydro@l~c gen@rntion I.f® $!lOllkWh. ® The R~olds Cf~k pmj~ cost WliS reducOO by $3 mimon to ICCClant !u current grmrt imM. The reswrts ofilie mmy!h~ uring ttH® mid-I~el load ror~ m'~ ~howm m Tm,ie " below. pre$ent value of production and transmission oo~ through the yem." 2030 Mve been di$(;OuE!1ted back to 1998 dollan using , 7*.4 mmum di~tmt mte. Costs common ~o iill optiOM ~ not mcluded. T~kl1 ~~fJ/l~ M.hl!~:iAmd F@~ Th~ re~u!ts for ~~ 2 & 5 are the ~e b~use the cost ofR~ynoid$ Creek was set equw to continl':J~ cost of diesel gener~tion Hydaburg f~r the m1cl-loM SENSITMTY ANAL Y$IS LQad lFor~s The res,1J.~t$ below. Pf"iru;~ o!Wf2lres /S/(JJPZri Regi@l'u'Ai &JeYfiY Pi(JJPZ Regional Interconnection T~iee ~arydl~ W~~F@~ Connection of the Black Bear Lake Hydroofecmc Project and the communities of Theme Bay md Kasaan is bemg made possible investment participation :from the u.s. Dept. ofEnergyg the State of Alaska, and AP&T. To evaluate merits ofa smwarfinanemg approach to completing the HoliisJHydaburg mterconnection, cue (5 was evaluated assuming Sf1JA grant nmdmg ($1 M) and the remaining SOOA (SI M) financed with a 0010 mterest 10M. Using these usumptions. the benefits under aU load gTowtn scenarios increue by approximately SI.1 M. CONCLUSIONS @ Continued hydropower development appel.nIP to offer the greatest oost savings as compared to diesel generation for aU load growth ~05. e The benefits of hydroelectric projects over diesel generation increase with increasing elearicm demand. The greatest benefit would rome under tm; high load gromh scmmo with development of the Reynolds Creek and South Fork Hydrodectric Projects and the Prince olIVa/fs lsltmd Regirmal En~'1lJI P1M oo~moo ~ti'le HoUiMY~ imemfJ. UM®f the bip~l@oo gfowtn ~@$ ~p~4ln oftl~ R~oi~ CriOOk pr@j~ to S M\V could ~ ~ Mditi@Ml $4.2 I'd in ~ ame H@lli~Hyd~ imem@ ~ m~pi~. ® Iflo&ds on Ute ill&,d were 00 grow mywhfif@ ~ the ~ dut£ ~ been @xperi@n~ in r~'rt y~i. the bmmu oftheSii:1 hydroo~~c pmjetU I'ma regiomtl ini:~ooM~lon woma ma'~ dr~m&tiwy over the ~11:$ shown. <!l Completion @fthe mt~e sy~em _ oo:s1iwed hydropoW@[ dw@iopmmt 00 the ~d oould offret the n~ f@r die~l g@n~tion for an lidditioMR 20 y~ under the ml~Moad growth scmJMi@. !i:) Fi."Wlcmg of the Hollis=HydOOurg mKmie vvith $1 M ~ M@ $ 1 M witb tY"h WIW~ ~t@ loans would result in mllAidruoM1 bmtm @fabom $1.1 M Wlder me mid~io~ growih ~nmio lUwmmg the Reynolds Creek proj@ct WS$ oonmucted. @ Under th~ mid~Ioad grovM ~iUlrio. the Reynolds CriOOk projea Cilnoruy support & \\<"ciglii@@ cost of Ci.pital m 6.25% which is ~~ ~ the $,615% rate ~sumli%t To $Upport the above finding$ amd pm'lqide the regul&ied mt@ofremm to inv~@~ I'm additiomI SI.5 M grmt or $2.5 M in ~o=int~~st ~cms. or mrm; oomb~on tberoo( wouEd be reqwoo. @ The ooncfiu ofbydroe1earic pmj~ aver w~ g~emtion ~@ prop@rtionll to ili® oos~ of diesel fbet @ Discount rate$ higher tham th('; 1% Msumeti in this ru:wy~i$ r~uce the benefits of rugh ~[Jiw PfOj~. Convuse!y. di~oount rates lower than the ~med rnte mcr~1;; the beoofits of r..igh ~piul proje~. Ppiru:tf @fW(JI~3Islm'j(i f(~i:HOt1,f.U Ewirgy Pllm 14 i)ff'@j€ St;ptf:mh~? J 99, Q:oo~ Am1lm~tiom l.@tJd SooM'I'lio (LIM/HI) ~@fDlpi~: MAT Dclba Mal' HIM~Debl Hai~ !Eqae~ ~ni!:~ij infilSltao@ II ~pu~ lPrioo lLmweh; M ft.O% n~.75% 3.00% ~4.75% ll991 1 fi~ia1lIC~ AJl!'4TTu H!Mm) Tu IRate lHl.W~ Tu Y~r, ~ij@li4l ~nM1·~:~AM 19% Low Peak 1.00% u)O% 1.00% 1.00% B.~" 1.00% 1.00% UJO% ISO tWh 1.00% 393 1.00% 1.00% 1.00% l.00"h 666 UlO% 1.00% 4,534 1.00% 1.00% Hydaburg 1'97 .. 2000 l.~A 1.~.4 313 lOOlg20iO i.~A UMJ% 1.489 2(nl~1030 , i.OO'IlA 1.00% 1.00% B.OOO~ 4.53 ~.OO% 1.00% 2.450 LOO% 1.00% 1991 I.WA 30 :lOOm U1O% ISO 2081 1.00*1& Peak H.S~ tSO% •. 50% L5~ 1.50% 1..50% 1.50% I.SO% I.S06AJ tSO'% tSO% t~ 1.50% tSO% 1.50% t!i~A i.SO% 1,:;00/1\1 ~.SO% §.SO% l.~ 1.'0% 1.'0% a.~O% 1.50% 2.00% 2.00% 1.00% 2.00% 2.00% 2.00% 2.00% ~.OO% 2.00% 2.00I\I.4 2,1001$ 2.10% 2,00% 2.00% 2.000.4 2,ooe.4 2o~A 2.00% 2.00% 2.00% l.Wh 2.~A ~.OO% :tOO% 2,00% ~,~A 2.00% r.lof4 '1:il6l91 .. !.I:M AM New Loads Low Mooaum "'''---"-~. - Cmsg tll,JOO ~~~'"--,~~,~ - __ """"~",,,,_an ... -.. r_d!I1l""""""'~~""""G:n = TOOm.e 182lY I Ooo~ ~OO 425 1!»'()'IlA. RJYll/<!l nGmeB~y noo nj ! LoWfB8C~P 100 O.ij0/<iIl O,~Al comd PblJl1lt @,0",4 @.Q)% Y~!i' aiacll!:e~lae 19% S@t§d!i foil'&: :i.991!',l 2.31 Wo§ff 2050 U~ 2000 U\ lOSO l's ~ Y~E' IJ,,300 a99$ 1999 .,.,. ....... ....,.,.,.,."""'<MMI $50 R9~9 ~,O% .~~--~" 650 a999 ~'"" .;.u""",,.,.,, ".." ...... ""'" n,400 1999 ~,7:Ji@ 199~ AMallJ!li ~i~ Co~ - 6,000 $ 6,000 $ n $ 'llIjOO $ ~.OO ~000.4 too 0% lOO% D.OO 5~~ ~ :tOO uli'fiil u~ 1.(1$ tOO 11.00 )LOO ~hf"l ~n~1.'l!l:MM..I;l Diesel Asmm~paio~!!1 CaphaaC~ 450 IkW Hydabull'8 Rcpm~ts if ~a !m!~~ed ~creeret £leba ~ Vari1:llo§e OJlM U)O a:~Wh Ullait ~ U!2m fuel $ 1.00 IpUo§! i 1050 I) E~g;aion 0.5% :2 200 •• 310 J 200.000 380 Cni, 14.0 kWh/pilon 5 2030 200.000 3~O 14.0 kWh/galion Thome BillY i3.0 kWW~Hwm! ~ U.O kWWpftlorR HydOOlStg Bl.O kWhlgaUon Hollis l:U) kWh/pliOD 11llI~~t~l!mIT~i~ Co~ TnU§!e of lldumon NM ~ Mimei G~ ~ ~ i:* Cqig-lKbwock R996 sa OOIU A N~ ~I~ W ~~i m.act·~$~ IS.O ;999 D..300 §.lOO O.@@.4 O.~.4 2.000 0% ~ ~"fhomeBIIIY 6.0 1999 O.~.4 33 J4.1% 2.000 Goooe D~n 11.0 1999 900 900 0.0% 0.0% 1.000 0% ~.,Holiis 20.0 2000 895 1.0*.4 79 14.8% S~ ~H. 20.0 2003 2000 fil.O% 118 14.$% 2000 90% ~ Descripti@n: ~6 SF-199$IRC~lOOO Hyda nB~e-200J/90% debt Hydro Proj~: S@uah f@rit Wolf ~eids Creek T~~i~i@n Prnj~: Bi~ck ~ -~ Cif Goose Cr -Theme B$Y GooooCIi'-~ KJaw@tk -Heiii$ ems -Hy~b~fg SCADACom Di=: Pm;i V~ri~bm© MM New Pimt Com: Depreditio~ ilrntfi~ Remm 03i Eqwty T~ T(i~C~~ PV@: 0% 5% 1% 10% o~n@1M @f [!l~~~ (000) 46'1 41n 416 480 730 141 165 733 52 53 54 56 E1m 169 i61 hS5 48 49 SI 52 116 214 21) lBI 3% 333 361 363 2,039 1,003 2,0&\\'1 2.; ao 484 4$$ 492 4% 500 SOl - $02 3U MO $60 $$0 ~§ '22 37 59 00 62 63 M; 67 163 161 i5~ l5S 151 B41 i4S 33 55 56 58 59 6§ 63 liO 20S 201 20S ~O3 20m HH 365 366 363 369 31@ 370 31@ ~ -... --- l,U4 1.m3~ 2.B~1 2.205 2,221 2,2~9 2.~7@ 2022 ~ ~1.Q ~~ .. -"."" Proje;;is;: :oo~~h IF@m 509 SU 5R2 SR] SR] S~2 5§0 SJ@1 50l 49] 4M WoH' Reyll1lo~ds ClN.'eill: ~41 963 934 a ,om n,004 n,004 994 -T~mi~3@JlIl Proj~: B~dlt B~· ~ Ca-68 10 11 14 1® 71 $0 ttl M ~ ml\!! ~Cr-Thom© !4~ E3l1 132 n23 n2) U1& U3 S01 DOll 95 ~, Cll'~~ M 66 6£1 69 'n 13 15 11 1~ 611 ~:ll Ki&lwocfl ~ Hone!!: H97 !9~ ~n Ui9 U'ij 131 ~7S 114 16' 1M as~ Cmig~Hy~li'~ 361 166 363 359 ]4~ 3~@ :ll@1 D§~I: !F~flt :U U6 :n!~l U'W 44i~ 516 'U4 $6i V~rilb~~ O&M j ll~ ~1 40 $<$ 6' ~ 10) New a!l'!te~ Rehillrn1! @!1lI El:1IuB@:y ~ m """.".~ ~.-~= TI!l!~§C~ l,290 l,126 2,300 ~,462 l.~~ 1,794 3.100 PV 0% SJ% I~A, ~§ill~nfDi~R 9.2 49.6 ~.6 a:n.l ~1~JI :;tID1.n l;60.S 30't~ ~~( ;l~:: t: I~U. ( 1m· if: ~: ~: i~U. CliP S~mmai')' CIBOO De$ICri§)I:i~: C~6 SF-199WRC·2000 Hydll Tiilll©-2003190% ~b~ a99~ ~ ~OOO ~ ~ ~ ~ lQi1 P~&R~!Il~~tllI ~~~W~~~ 19'i~rOO$in<!llf:@td PeIi\k Reqaei~m~~ 16,ooJ 19,$66 19,9% 20)13 2@,$~ 21,253 :U,S49 :U,l4tl :U,US2 22.~OO 2l.172 23.00t §nSl~li~ CQ~~ BllOeka-4,500 4,500 4,500 ~"soo ~"soo 4.soo ~,500 4,500 4,$00 4,$00 4,SOO ~jOO Sm!l~h fOOt 2,300 2,300 lJoo 2JOO 2JOO lJOO 2,300 1,300 1,300 2,300 2,300 l~ Wo!f R~d$ CIl'OOk io5OO 1,500 m,soo 1.500 E,sOO §,soo E,soo EmSlb~WWew [)~ \)eO SO '~69\} 7~93\} '~936 '~93\} ~~®2i 9 102! 9,O2! 9~2! 9 i O:n 9iO:n 9Jnl TOOiai biQ~mI~ CQ~i~ t2,SSO 1~,~96 i~,n6 1.0$,136 14,136 nol21 r'l,32i 11)11 I1J21 i7J2i n.,]21 !1,Jl! ~eOOn'~ C~iy (3.1S3) (S,!}1@) (S,2OO) (5,$31) ($,5i~) (3,9J~) (4,22;) (40521) (4,$]1) ($,139) (S,4S§) ($,700) ~Ia~ P~k ReqaeiS'emM~ 1,0051 $.0$1 3% 402 405 ~$I!~C~i~ R~~SI C!'eeit i,SOC ~,sOO 1,500 El!:i~~sIN~~ :;'~9'n B~2S atOllS i~~S liOSS l'o~ Is'ia~~oo~ Clll~i~ 2,911 . a,J~§ ~.~II§~ ~,'~5 ~.ji§~ R~fI!e CQ~il:y 1,914 111l! 2,li9 2,1$) 2,rn ~~~~~M~!I$ ~~Ewil:\l!@~n~ le'i~m)(Kmoot~ E~ergy R~qlBarem~t! 20,5;8 26,$54 21J43 21,126 2i,H$ 3@.~2 3!J.~1 la,'ll l~.!$6 3l.s~ 3l.M~ ~3~ ~I;lrgy~b: BiSl\ck~ 20,$~~ l3,OOO 23,000 23,000 n,ooo 23,000 ~3,OOO 23,000 ~3.000 n,ooo 23.000 n._ So@ateF~ 3,$54 4,,343 4,126 s,ns 6,000 6,000 6,00$ ~.OO$ ~.OO$ '.00$ ~;$OO Woif R~d~ Cl'OOit m,&»2 l.l!§1 l.7~$ 3.~$6 3..$99 4,049 ~~ ErustS~$fN~ ~ SI.IMG~I 20,SaS 2€§.554 '1.1~3 ").1,126 l$,US 3O,M2 li,2!§1 3a;n~ ~l.DS6 ]l,$~ 13.M9 33_ ~ ~r~Reqw~~ 4,621 2.66m l,liO' 2,304 2,32fj ~~gy~-: R.~d:\'l Cll'OOk :2;l~O 2304 2,32$ E_~$fN~Di~ 4&P le66S Sl.ibao~§ ~,6§1 2,66$ 2,2I§O 2.,]04 2,32W ~ :czm ~m ~ ;mjj £U1 aru2 .. --.. ~~ . m~~lllfl!')ted P~k 23,4nO 23,736 '1t?"OO1 24,142 l5,19~ liJ,)S6 ~SltsaiiOO Bbi:k Boor .l@,$OO 4,$00 ~,5oo 41,500 4.$00 4,$00 ~"IOO -i.$OO 4.- ~~hiFl\llIT1:t 2,.3100 2)00 l,,'llOO 2)00 ~JOO ~~ 'Wolf R~IliCrn@: ».$00 11.$00 ~,500 i~l$ lOi~i .. ~-&1!)21l "B'o€!:l! furI~U©@II\l~~ C1.'l~i\ly a1,J2~ !1,.312E rY,l:n ft1,Jl~ i1.l:n D1.J:n n1.l:U U1,J2D n.J:il~ rJ,J:U R~eCf.l~~ (6,OfJ9) (6,1~6) 0'.166) (U16) (1,411~) (fiI,ilO) (9~) ~:wO ~!OifllQed p~ iBI~bll!ed R~.I'll1!il C!fOOrk Diillid . . rn . ~ . 0 --~-~~ ••• v;,~ -.~,-........ ",,,,._ .. -. ~., .. ,--.......... ~~.".J""""""'" ---.. --~~ --.~""""""" ~--.. loW m~m~~oo C@~iiQy fll,;<iI'OOnre C~ilty .. ;:; ..... "'''''''"~ ... ._.::a:t:££!:!::!_.Kt: .• ,~ it." ..... ~:.,... • .............,.~ j:; ••• ~i:i:~ ••• = !!sa~tm~te1l1 ~m' R~~ilillJmoo~ 33,%9 34,915 ~,Jtl$ :l$,ilillfi Si&lekhr 2J,{)(Iij 11,iIlOO n,GOO 231,000 23,000 n.OO«!I 11,00«!I n.- Sfj~~ Foirllt 1li,{)(Iij 6,(l{I{I 6,000 6.-6,OUO 6,~) ~,@OO '.-'Willilf ~~Cretil& 5,413lfiil 5,91$ 6,]9!lll 6,8$\1 1li,<G@~ ~,9AlO 9,9~~ U».sl.!l IEruIlti~WNew rJi~ " . ~ . -... -~ -_.-~--""~0.',""", -.--'_'V'~_~~ SIl1Mo~ 3S,a11!~ 3~.ilfj~ jl,,,sll ~W l!{""!IlJli~!I©i'Il~ IE~ID' O~'M;l\11i'l~0fe: R~IiC~~ Di~f;:t11 " 0 " .. ~, " ~,~ -.-~ .. ~.~-~" ... ~~-~.'~ <--., .... -- ;)l!'!!iIJ~! 202J ~ ~ ir;~blOO~ Pmk R~uiremenb 21,643 25,029 2B,4l~ 2S.SH~ 29,630 30,1»3 30,I!§9i llnlri&!1ed Blook Be!iI\l' 4"soo 4,SO<! 4,500 4.,$00 4.soo 4,.$00 4.soo 4.$00 4,s00 Soud'! F«k 2,300 l"lOO 1,lOO :'<2)00 2)00 2)00 2JOO Wolif R~Cmlk a,soo I,SOO 1.,$00 m.,soo ~.soo 1,500 I,SOO ~,$OO lExildmB/New Di~ 9~n _'-.s.0lD ~E02i 9~02i Tcm§lmemon~~ C.eit.\l H,32§ rl.J21 r1.J21 11,321 11)21 i"l,3l~ §1.,321 D7,32R R~ (10.,322) UO.10~) 0 (U.49'1) (H,900) (12)00) (D:'<2,'n3) (R3,ftM) 03.$10) ~ f'elak R~~i~~ le!!~IOOC~ay R~~C_ lil!i~ew~ . . . -------.-~ !&LUSJIt (, ~ T~ l1nta\tlO~ Clilplltity ~CQpiilI!:ity In~ooe~ Ene~gyRe(§uiremcn~ 40,012 40,629 41 41.163 42J§O 42,940 43,,539 44.i~1 44.763 ~o.~iion: Shekhr 23,000 23.000 23. 23,000 23,000 23,000 23,000 So~Fmt 6,000 6,000 6,000 6.(100 6,000 6.GOO 6,000 6.000 6,000 Wo!It R~Creek H,012 U.SOO n"soo u,soo U,$OO u.soo lE~glNew Dieoo! tl9 i~~ 3~O39 4~j Sil!~ 40.629 41,195 41,168 ~lJ$O ~3.s39 ~,163 Ioo§~ ~Req~i~tIa B.newillY ~-: R~~&Cmt. Bxi.~ew~ & '" -== ~~ CI!W~ 6 SIf·E!'!9t'1f.RC·*@ ~ .Im Am .am Am lUI ~ ~ ~ ~ m.:!. ~ ~ ~ :m!:!! ~.Ml &i;~~~ ~-m'~: Crsilil ~~,:lIn ~:!I"nSl ~',j))B~ 1~,~4e e3,S~ Bi!1,Ili~l ~~,E n21 E',!l"U~ a\!l,~";)ll 119,9U l$,mOO l$,~1 ~,"UIlI:i!) 1~,@:!1~ &!8,!l~ ~!lJI~1ll1ili BS? !" ~6~ BM a~ ~~, mn ~14 ijn !~ a3:l! ai' rua~t 41,534 4,S!$~ <:i,~1! I,l,'l'$,) B ~,In~ 4,3[l61 .;),"3 ',i:ll~ S,§OIil ~,Ul4l :i\~~ ~,.lIJ~ M:li ','tn ~,~ ~ii!l i.lal ~n 4Jl® i.l1l\$ ~3 ~ <\l!l!& ~j <li7@ /!,1'f! 400 Myli~ l,.l:§11 &)11 l,4@:ll M~ l,~Siil 1,,-l,!I@l ~~ ~1B!l1l . . . ~,I,l~l ~-!! ~M~ .....Lm -. ------- TtI"~i~!'I4IRIf~ n.na il,l!iIn ~,~@$ ~,:§~I,l J!'l',:lIiil:l\ :n,~ ~,m M,M;I: ;§l,l~ ~i.1il Jl,~~ fjl.51" :ll:ll,Mt ll:§,m :U~ ~~ailll'$: §11!d\~ n,'il!~ 1~,iHO' lG,SlIilIil 13,_ :u,~ n,_ ll11,M n,~ a31,m n,m ~,m n,m n,m ll,m nJ*j ~f~ l,:l!ll4 4l;4l~ ~,n\$ $,U:l 6,m ''-~.m Iiii,m ~.m ~ §,§$@ ~m W@iif ~§~~ft a,OOl :l,l~ 1.1~' :il,O~ :t,:l~ .t,M!!\) ~~ ~ li!I.~~2 ~iol:i!)i_! . .. . . . . a . . ~--'~-~~ ..•. ------~-.~---~-~ --~---~--~ -~ --~.---~---.--~~ 1!'<llWi~~I~ i1,1Sa ftf:l,Eil§1 :N,'fIIl!i :i:~.'~<3 U,343 :n;ni> ,,(!J,1eS :ll@,OOl ~ ~,2r1 :H;nf~ :l\~U3 ~l.$" :§],~ 1l1l,~ :\l!~ ~3 G!lll~ (\I@O~ ~ b!~ ~ U@ ~~~ ~ss Di<im! ~:iI{! eSll ~5:i1 ~G3~(_) §u au §Ul R!iIIiil! ~" 3~ <W:i 411 ~ 1l9:§ l~ <SO!! ~~ m ~~.~«OO@) MlJI :!i!).1' lU 3ViD ~ ~~~~ ~,t$~ ~,,;m a,s3~ :l'.,~:n ~:W@ ~]$~ a,l2(!J ~~in: li!I.~!~~~ l,:!fi!@ l,:§@i.l l)::!S li!I.~i.C~~ ~~ll?lJ)jiml m,.jIm/l 3,:m i,':!l>ll :1,,151 ~'ilii GIl!iolll1Il {N@~ Wl.s\ i iilli.~ ~ ~~.I!i ilU ~ 1"MJiOll M§l1 ~,$~4 1,4!1@ :1:.>621 1.'i/4 ~G:Jil_(~1 SI!iI!i.9 an] ~q,)4.~ C_~ptill\ll: ~t'l SF-amlRc·~ &!~ l1m.*~lIidla ~ ~!R~: emSl ~ Et!!I!~ iWlits ~!lII!MitIY~ ~81lY 1fMd~~ ~~: Bi&<lit~ ~F~ W@if !ll~~iI ~~~J ~~~I t!!S2!~~ ~~_{1'1'1'10) ~ ~ ~R~ ~PM~ Dmi G!>9_ (000) IIWiAAi ~~~ ~~ ~GMkm(_) ~~ ~Rmp~ ~f'md~iil!!li: R~B&~i R~~:!i Di-m~~ ~a CkII_ (COO) ~1IkI)' ~~-~ ~~ ~1~~il'OO) ~ lB,61ft 111111 '.M!II .s,ft 2.S~:l ~ 34,.$38 n,M i,il'OO ',4.11 0 --~.s,.s3a ~ :m.u. 2!,9J\J ll,lD mw 1'3 S;lS4 ',~ ~ ::i@6 l"Sto :l,6Ul $IGUI 3I.t.'(.' )$,]~ n,OOD n,M Ii,M ',M ','UI ',l9@ ---- Ji§.\I.!!' :UJ98 ,~il ~ ~ :w:i W1 n.:§lll :n.~2 13,m~i 1M19 ~9i !~ ltl 10' SI,m i,oalli ~un ~M" Si-$ UlI '29 ':n' 1.641 2,616 l.'7fJ' a,1~ ~ ~ ~~ 3\3,alli 3\1!.l1))~ :J4.!lMl 3"1',4@§ n,M :n,M ~,-:p,m 6,M i,_ 6.~ ,,- (1,$$$ 1,.3111' 'J,1St!) , .. I . . -.----~- 33,ill ll')@~ ~.ii!t ~l.«U l!W! ~ ~ ~ ~ 2iIm m4 3lm :n.OO4 l4,§!l 14,~1! :M.i1I@1 l~,m 2~"s.~ D.~S4 ~Il :1;11)) :m 2R4 111 lli ::tW m 231 1§.29@ I!$,~~ ~.4I11B Ii,'" ~.'n £,117 '.!IID ~ ~.tI' s,~ 542 Si'N '19 '1lI1 '" ~:lI 1,76i a,m :l,i!I~ :t .. 1.893 1.~ :J,,~~ :&m ~ ~~~ ~§J,! _i§.* ~ ~ ~~ l'J,:n@ JII.~l JI,~Q 3t,!lll'l 4I),@11 ~.iJil1l <111,1" ~1.'MIlI ~,-13._ U._ n,m :n,m 23,000 D.m :.t1\._ 6._ ~-6,m ",m iIli,m ,,000 ~M ,. 1S,9J\J '.~1 !/I,"~ ~i.'n ~§,m DB._ n,m @ft~ -. . ~ ----.JM. ----~v;p --lI'.~ lI~.,"1 il,.!iHU ,t.,n «I,ln 4i~D 41.'" ~m.- 9 ~ 'i aIlllJ! ;nm ~ al.B! am Cr@il i(/$)30 3~,5l4 ~1,Ill@a B!'J,@6fil UI,l19 nl,iU~ mI'J,$9<\l mM~.~ ~:\ll,,!,$1 Ne'W[~ 2,592 1,611§ 2,m 2,100 :ur~s :U~<il3 ~,I~m ::iI,WJ@ 2,':l@ Hew~ ~l!~~ 'feUl lU:U 23,ill~ 1.W,~Ifi$ 24,001 '-lU.§§ :U,SOO K~ afJ$ Bfilill 190 H~l R% ~M 200 a05 20$ :m :J!il"il :ml ::ill~ 214 N~\flf iLoo.d ~ ~ . m ~ ---~-.----"""" ~~-~.~~ --...... "'-.-----~.~ .. -=~. --,..,.,.,-.'",,' lt1ll!lfi UIIS Ul!li\ fi~ e~] R9~ ~~ :!Ol 205 ~ 2U :lii~ lUI ~j 2~4 KISI'W\Ml@l: 5,669 ~,15'@ s,~ S,'l!lll ~.O§6 6,~@1 G,g!l!lm ~,j'm ',4tlU 6,j'il~ (PiffY'! §,m H@w~ Q ~ . ~ . b . . Q ~ -~---~-........ ~--~-~ ....... , """"---'-~ -----~,:r_._ ",.,,,y~ ~ lllwJ S,5M :1,669 S,ISI1i ~,IM@ S,'l1 1fi,i.\l~1fi ~,~(l1 ei,~~~ !l§.,291 6,.l16 6,41~§ UN tilJ!J'!!1 f;,,1"n HeSlie 4~ ~9@ 4199 ~ :.n~ S~i !!l9 jl1 ~, $$:11 ~ !l1@ '" !I®l jJ\§0W!lA,..~! . . . . " ~ --------~ •... .,. . ----., .. ~ ~,=--- T~,I J@IM ~9i ~99 SCi j§~ s:u ~!!!» 5]1 $4$ 5S1 56a 510 31'Jli Slt1 UM U16~ ~.i90 ft,'~R~ ij,~16 2,0051 a,(!I]1Il) 2,0% 2,~1 1l,§B ~,m~ H®w~ '/'00 700 700 '1(;'® 100 100 100 700 100 100 100 100 m 1C® !NIew~ . -~ ---'~""-~---~ ~ .. -"" ........ " ...... -. a~ ~.$62 l,S~ l,676 2,'Y@S 2,1~ :!.i29 ~:sJ ;i,'~ ~~1 l,O!~ 1,t'i63 3,iMl ].20~ 3,jSi !~i' 31,~00 l,4'~ ~-N@w~ c41<4 ~"9 <8~ 491 t:l91ti $0] 500 n~ $§I$i 524 $~ ,~ ;w@ Nt'JWw~ ~f;6 l"@!slJI :U5' :§,OO~ 4,014 &l,UC 4,H'!!l 4,l&l6 4,~mm ~"'$§ 4,«iU Am J2U aH.1. ag ~ IF..!M'lrmrR.~: emS! ;3,2 11 13,4U 13,6&6 I:Mli ~4,@l$ ti~,2ll 114.4'2 14,66'Y1 14,81' U.Hl as.)3I9 U,~9 h'&,C40 N@w~ 2.)00 2,.l2J 2)4119 U!lIl 2.411 2,441 2,466 2,4'1 l,jftS lJ4i 2.~ N~rw~ ~OO :l~~ ~! 2~i2 2.J3~ 2~_ Tceal ~un1 13,41$ I !S,~ h'~ 1$.344 11,5% fiUSl B9,§l2 §'.3I7S 19,643 19.9~:§ 2C,4il)"I 20.749 2U16 ~ ISO U2 US 131 IS' §62 864 I~ 'i69 112 I'M lin m1t ISl New~ a . . ~ --,,_.-------- TwB ISO IS2 I$S SS1 is' 162 164 166 169 I'll fi1~ In 1"19 iil KI&~ 4,S34 4,601 4,611 4,141 4.U~ 4.814 ~.'$3 5,100 MIW 5,262 5,.'M§ "~I $.$O~ New~ \ . ~ . . ---==-1010._ !l!i\tH$1 Toeal 4SM! 4.602 ~,61H 4.fme 4,i1W ',Ol2 S,§1tI UlIl4 '.262 $)41 SAil ,~ HGilil'l ;§93 399 40S ~U 417 423 43@ 4.16 443 449 ~$6 4il)' 41$ m New~ ~ --",,.. TwB 393 399 40' ~U 4117 4:i1l 430 4.16 <>M:§ 449 4$6 461 4'B@ 411 IH!~~ 1,419 UH a,S34 I,SS1 g,SIOO U«M B,623 0,(1,53 R~TI m,1@l m.1!4 I.M NIiIW~ 100 700 700 100 100 100 1'00 '" 1CC M 100 Now a.-. ~ 0 """,1<,,_ ----To~1 M!i9 0,'1 n 1,:U4 2,2S1 a,200 2,lO\l 2,:§ll 2~$31 ~)n 2,403 2.423 2.4$4 ~ l,$@1 ThorB\\'lJ~ ~,4S@ 2.417 2,S24 ~.$6:: :!,tiOO 2,63'11 2,6'19 2.'119 2,1~ 2.00~ ::.lIl43 2,'86 :l.m 2,97' NflwLood ~2S 429 4:J.i§ 43. 442! 441 4!1i 4$6 460 ~, <%9 New~ $ c ~a~ ~3032 ~S2 -"",", --- To~ l,4S@ 2,481 2,§24 3,312 3,358 M«M 3.4$2 ],$00 3.~2 1.~1 3,691 ].'1~ :1,102 ~ ~1I!Y~itl: Cmi!!! KOO&\BlOO Kl&~ ""m~ H~~!l! ~fj1l1 'i~! ~W;l!ig*':'~ R~ ~~-; ~!~..m!!il~ ~!F~ WoM' !Re)'iRCi. ~ i ft~~Ilkl~l ~ll)i~1 Tmi~~l1lai{l;li ~IG._(_~ wi<l~d ~ f~lIt~ ~i~~jg Di~Gre~~~) ~iiw ~lW!lil."_~!!l ~~~i;:m ~Ga§_(N@~ H~~ ~m.~ ~~~ ft~~ !R1'I~~~:Jl ~~~ ~iIJI:I~~OOli!» '!!~~1 ~§Il'iI~~Ii!1I"' DOO&;;I~_D ~,$'I'lii lI1I,~'iS n~ :uS ~,l!lij1 'f,I'l!!3 ~i4 '24 :S,@l'l' l,~2 ~ ~ <§1':"@ 'il,M ~,. ~,i}!)tI (S,. ~,~ n,S" ~ij,SOO ~ i§&,ll~@ 41,~,,@ Ut'! a'U'i 11,320 :ill,~,,* la,(I8.(l 2<11/1 :l<$~ l<:'¥Jj 1,2l@ij 1,-$ 3 B 'lI,~~ ~~~ ~:! \i\;'ig :Ii.M'S M~~ M1® ~ Sl,~a ~:§,~:lI'Il 'l4,&~1 00,10 ~,N@ n,ON ~,~ ~,N@ Iii._ ~,~ U,;'I®al !I,SOO n,~@@ ~~J ~l.$l' ~,§'i1 M,l'] ~r8 a~ JlilM CI!~01l~~: ~6 SF· I 99MtC·2000 i:!!.~ ~2003~~,d. ~ ~ ~ lm ~riY R~.~Us: CmiS 20.0'1 20,354 20,659 20,969 :U,2~ :n,603 ag,921 Nl1Jwi..ood 2,919 3,009 3,039 3.00' ],000 :u:n ].162 N(lJIw~ .. 21~1. 2,1!l1l "1901 2.9~ 21963 .Jl99S T@~ 2S,IS4 l6,l§l 26,S16 26.904' 21)20 27,m 21,004 K~ l:m 211 2]4 311 242 ::WS 2~9 Netw~ 0 e ~ -~ ....... ---- Tc~ 12l! :.m 234 23i 242 ~s 249 ) , KltIlwc.tD! 6,31' 6,982 '1,011 1,&93 1,JtH 7,41 ~ 1,S22 NI1JW~ . 0 --'--_.- To~ 6,319 ,,9~2 1.e'1 1J®m 1,4U 1,S22 HoIUi$ ,,, 60S 614 6l~ ~~] 642 6'2 N@wi.oOO 0 0 G --.... » --- .:> I~ r T~ S96 60.$ 614 614 633 E4l 6Sl Hym~q§ US, 2.293 2,)21 2,,362 2.39111 2,414 New~ 100 100 '100 100 100 100 100 New~ . 0 ~ 0 8 ---------.--~ To~ 2,939 2,99l 3,021 ),~l 3,G9tl 3.134 l.n@ Thome BIlly 3.117 3,173 3,130 l,lIli? 3,94~ 4,0$0\1 4,065 NewLc2d 54$ 5S0 S$6 562 561 513 519 Nl:lw~ ,U7 _...ill &@2.! Th~ 4,619 4.144 4,$1& 4,i73 4,MiIi S,CIS S,006 !' ,