Kodiak Regional Aquaculture Association - Kitoi Bay ...€¦ · Water Supply Piping at Dam, Big Kitoi Lake Site Piping, Degassing Tower Site Piping: Process water distribution piping

Total Project Snapshot Report2013 Legislature TPS Report 59594v1

$3,300,000

Approved

Agency: Commerce, Community and Economic DevelopmentGrants to Named Recipients (AS 37.05.316)

Federal Tax ID: 92-0115279Grant Recipient: Kodiak Regional Aquaculture Association

Project Title: Project Type: Maintenance and Repairs

Kodiak Regional Aquaculture Association - Kitoi BayHatchery Deferred Maintenance and Upgrades

State Funding Requested: $6,588,000 House District: 35 / ROne-Time Need

Brief Project Description:Major deferred maintenance and necessary upgrades at a state-owned salmon hatchery contractuallyoperated by Kodiak Regional Aquaculture Association.

Funding Plan: Total Project Cost: $9,946,000 Funding Already Secured: ($3,358,000)FY2014 State Funding Request: ($6,588,000)Project Deficit: $0 Funding Details:

FY 2011 $0.5 million



Detailed Project Description and Justification:Project will finish Capital Improvements of State of Alaska-owned Kitoi Bay Hatchery on Afognak Island (Kodiak)Deferred Maintenance and Upgrade projects began in FY2011. ADF&G Inspection Report (March 2012) estimatedCorrective Work needed to bring aging structures and systems up to current codes and standards. Estimated total cost hasincreased ($9.946 million; due to inflation, higher replacement costs). FY11-13 funding ($3.358 million) is significantly short;hence, this request for an additional $6.588 million for repairs/upgrades of Kitoi Bay Hatchery. Project funding will provide: - Planning, management, engineering and architectural plans, permitting, contracting, and site preparation. - Major infrastructure repairs/upgrades to the Kitoi Hatchery dam, bridge, dock, bulk fuel storage and distribution, powergeneration and distribution, and wastewater treatment systems. - Replace failing pipes and reconfigure hatchery water systems for efficiency and future needs. - Major repairs/upgrades of 4 hatchery buildings, 7 support/storage buildings, and 5 residential buildings to fix interior andexterior structural deficiencies, power and heating systems, energy efficiency, employee safety. - Replace pink salmon incubation building to expand and increase pink salmon production; - Replace 2 structurally deficient buildings to increase sockeye salmon production and increase space formaintenance/mechanics shop, storage, administrative offices and visitor services/educational center. - Replace aged, failing heating systems, transport equipment, incubators, raceways and net pens.

For use by Co-chair Staff Only:

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Contact Name: Astrid RoseContact Number: 465-3271

2:00 PM 5/9/2013

Total Project Snapshot Report2013 Legislature TPS Report 59594v1

Project Timeline:Construction seasons 2013-2015

Entity Responsible for the Ongoing Operation and Maintenance of this Project:Kodiak Regional Aquaculture Association

Grant Recipient Contact Information:Name: Kevin BrennanTitle: Executive DirectorAddress: 104 Center Ave. Suite 205

Kodiak, Alaska 99615Phone Number: (907)486-6555Email: [email protected]

Has this project been through a public review process at the local level and is it a community priority? Yes X No

For use by Co-chair Staff Only:

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Contact Name: Astrid RoseContact Number: 465-3271

2:00 PM 5/9/2013

KITOIHATCHERYINSPECTIONREPORTAlaskaDepartmentofFishandGame

March2012

2 KitoiBayHatcheryInspection2011

KITOIBAYHATCHERY

Operator:KodiakRegionalAquacultureAssociation(KRAA)

Location:KitoiBay,SouthwestAfognakIsland

PermittedCapacity

Pink 215millioneggs

Chum 28millioneggs

Coho 2.3millioneggs

Sockeye 600,000eggs

YearBuilt: 1964

LandOwnership: AfognakNative Corporation OuzinkieNative Corporation

PNPPermit#: 29

PermitIssueDate: 7/5/1988

ContractExpiration: 11/16/2031

ReleaseSites

Pink KitoiBay

Chum KitoiBay

Coho KitoiBay RuthLake JenniferLake CrescentLake

Sockeye LittleKitoiLake

KitoiisoneoftheoldesthatcheriesstilloperatinginAlaska.Theoriginalstructurewasbuiltin1954asasockeyesalmonresearchstation.Itwasdestroyedintheearthquakeandtidalwaveof1964,andrebuiltin1965.ItisnowoneofthelargestpinksalmonhatcheriesinAlaska.Itproducesreturnsofabout7millionpinksalmon,200,000chumsalmon,160,000cohosalmon,and50,000sockeyesalmoneachyear.


2011KITOIBAYHATCHERYFACILITYDESCRIPTION/MAINTENANCENEEDS

BigKitoiDamTheconcretedamis12”thickandapproximately40’wide.Thewaterlevelwas27”belowthetopofthedam.Themainportionofthedamdidnothaveanyobvioussignsofdeteriorationorinstability.Thespillwaywallshaveextensivecracksanditwasreportedthatthebackofthespillwayhadsubsidedrecently.Thedamwasinspectedin2008andfoundingoodcondition.ReportwassenttoandreviewedbyADNRDamSafetyEngineerCharlesCobb.

BigKitoiCreekBridgeThe8’widex30’longbridgeconsistsofthebottomofashippingstoragecontainer.Thereisanintermediatesupportcolumnwithanunknownfoundation.Thesteelframinghassignificantcorrosion,andinsomecaseshascompletelycorrodedthrough.ThebridgeisonlysupposedtobeusedbyATV’s,butduetothesignificantcorrosionthebridgeshouldbedemolishedandreplaced.

CivilThewatersupplysystemconsistsoftwo14‐inchsteelpipelinesfromBigKitoiLaketothehatchery.Theshallowwaterintakewithdrawswaterunderanupward‐actingslidegateattheoutletdam.Therearetwodeepintakes,bothusedsimultaneously.Mostareasreciveamixofshallowanddeepwater,exceptthepinkincubatorswhichreceiveallshallowwater.Theintakeshavenotbeeninspectedrecently,buttheoperatinginstructionsatthehatcheryindicatethatoneintakeis50feetdeepapproximately1500feetfromthedamandtheotheris75feetdeepapproximately2400feetfromthedam.

Tomeetcurrentproductiongoals,waterusevariesthroughouttheyearwithshallowwaterusedforsomeprogramsanddeepwaterforothers.Temperatureistheprimaryfactorindeterminingwhichpipelineisusedforwhichprogram.

FollowingisasummaryofYear2009waterusage:


Thewatersupplyhasintermittentperiodsofhighturbidityandthefiltrationisusedatthehatcherytoremoveparticulates.In‐linepressurefiltersareusedthroughouttheincubationroomsandadrumfilterisusedfortheoutsideraceways.

ThereisalsoIHNVinthelakewaterandwaterforboththesockeyeandchumprogramsisdisinfectedwithUVsystems.

Theoperatorshaveexperiencedperiodsoflowlevelgassupersaturationwhicharetreatedwithascreendeckatthechumincubationheadboxandwithdegassingcolumnsatthesockeyeandcohoraceways.Thereisalsoagasstabilizationtoweratthelakethroughwhichthedeepwaterintakesarepiped.Thecohosilosoffersufficientdepthtoallowfishtoavoidsupersaturatedconditions.


Water Supply Piping at Dam, Big Kitoi Lake Site Piping, Degassing Tower

SitePiping:Processwaterdistributionpipinghasbeenmodifiednumeroustimesoverthelifeofthehatchery.Muchoftheprimarysupplypipeisexposed,largediameterPVC.Theoperatorshaveexperiencedbreaksandotherdamagetothepipeasithasaged.Inafewlocations,PVChasbeenreplacedwithHDPEwhichismoredurableandratedforoperatingatlowertemperatures.

Becauseofthenumerousmodificationstothesystem,itisalsorelativelycomplexandnoteasilyunderstoodwithouttrainingorexperience.Replacementofagingpipecouldalsoincludesimplificationofthesystemwherefeasibleandclearidentificationofdifferenttypesofpipesandvalves.

IncubationSystem:FourspeciesofsalmonareproducedatKitoi.Thefacilityispermittedtoincubate215millionpinksalmon,28millionchumsalmon,600,000sockeyesalmonand2.3millioncohosalmon.Thecurrentcapacityislowerthanthis,mainlyinpinksalmonincubationofapproximately185million,buttheoperatorisdevelopingplanstoincreaseproductiontopermittedlevels.

ChumsalmonareincubatedmainlyinNOPADincubatorswithasmallportioninKitoiboxes.Pinksalmon,cohoandsockeyeareallincubatedinKitoiboxes.

MostPinkincubationisconfiguredinsinglepassKitoiboxincubators.Waterissuppliedbyapressurized,closedpipesystem.Thewaterdistributionandfiltrationsystemrequiresapproximately7psiofincomingpressureattheupperlevelofthepinkincubationrooms.Pinkincubationusesmainlyshallowwaterinthefallandwinterandthereislittleornoexcesspressureavailablewhentheshallowwatersystemisflowingatitscapacity.


Pink Incubation Chum UV and Incubator Sockeye UV Coho Incubation

RearingSystem:Pinkandchumfryaremoveddirectlytosaltwaternetpensfromtheincubationrooms.Cohoandsockeyearerearedinracewaysandsiloson‐site.Sockeyearerearedin(14)aluminumracewaysandcohoarerearedin(4)aluminumracewaysand(4)FRPsilos.

HatcheryWastewater:IncubationdrainwaterisdischargedtotheintertidalsegmentofBigKitoiCreek.Theincubationwaterisgenerallyofrelativelyhighqualitywithlowsolidslevels.Incubatordrainwatercanalsobedischargedtothenetpencomplexwhenfryarebeingtransferredandwhenfreshwaterisrequiredatthenetpens.

CohoracewayandsilodrainwaterisalsodischargedtotheintertidalsegmentofBigKitoiCreek.Sockeyeracewaydrainwaterisdischargedtosaltwaterontheeastsideofthesitenearthefloatplaneandbargelandingramp.Racewaycleaningwaterismixedwiththecontinuousracewayeffluent.

TherewerenoNPDESorotherdischargepermitsavailableatthehatchery.ConsultationwithAlaskaDECisnecessarytodeterminecurrentandanticipatedrequirementsforhatcherydischarges.

DomesticWaterandWastewater:Domesticwateristakenfromthemainhatcherywatersupply,disinfectedwithaseparatesmallUVsystemandtwostageparticlefilteranddistributedtothehousing.

DomesticwastewateristreatedbyfiveindependentsystemsthatcombineintooneoutfalltoKitoiBay.Eachhousehasapackagetreatmentplantwithsettlingandaerationchambers.Thedomesticwastefromthehatcherybuildingandbunkhousecombineintooneoneseptictanknearthebargelanding.DuringtheAugust2011visit,someodorwasobservednearthehousingunitswhentheaeratormotorscycleon.Therewerenotobviousodorsorothersignsoffailureatthehatchery/bunkhousesystem,buttheoperatorwaspreparingforapumpingofthehatchery/bunkhouseseptictank.

ComplianceofthesesystemswithcurrentregulationsshouldbeverifiedwithAlaskaDEC.

ElectricalTheKitoiHatcheryispoweredfromasinglepowerplantwiththreedieselfiredenginedrivengenerators.Twogeneratorsareratedfor90KWloads,andthethirdisratedfora76KWmaximumload.Allproducetheirpowerat480Y/277volts,threephase.Atthetimeofthisplantassessment,theloadsrangedaround35KW,totalwithapproximately22KWfedtothehatchery.Generatorno.1hadbeenoperatedapproximately3,500hours,no.2hadbeenoperatedapproximately15,250hours,andno.3hadbeenoperatedapproximately6,100hoursatthetimeofthissurvey.Reportedly,generatorno.1experiencedproblemsforquitesometimeuntilresolutionwasdetermined,returningittoservice.Thisexplainstheinequityofusebetweenthetwo90KWunits.


Thegeneratorsetsareinfairconditionandwillneedreplacementoramajorrebuildinapproximatelyfiveyears.

Theenginesarewatercooledwithanintegratedsystemofheatexchangersandradiators.Thesysteminvolvestwoaircooledradiatorsmountedontheskidssupportinggeneratorsetnos.2&3,andtwotubeheatexchangersmountedtotheexteriorofthebuilding.Thethreecomponentsareintegratedintoasingleloopwiththeengines.Theheatexchangerextractsasmuchheataspossiblefromtheloopforthebunkhouseandoldhatcherybuildingwiththeexcessheatreleasedtotheairfromtheradiators.Theradiatorsexpeltheheatedairintoalargeboxontheexteriorofthepowerplant.Thecoolingsystemisinfairconditionwithsomeneedfornewpipinginsulationnearthepowerplant.Manyofthecomponentswillneedreplacementormajoroverhaulwithinthenextfiveyears.Theboxovertheradiatorexhaustairexitservesapurposeofreducingsnowaccumulationonthefueltanksinthewinter,howeveritalsoreducestheradiatorcoolingcapacityinthesummer.Thisenclosureisinpoorconditionandanewschemeshouldbedevelopedwithconsiderationforsimilarresults,butallowingforbettercoolinginthesummer.

Thefuelfortheenginesisfedfromanabovegroundtankbehindthepowerplantwithsteelpipemanifoldinsidethebuilding.

Thegeneratorsfeeddirectlyintoaswitchboardinsidethepowerplant.Theswitchboardcontainsallcircuitprotectionforthegenerators,generatorcontrols,parallelingcontrols,andtwomaindistributioncircuitbreakers.Onedistributioncircuitbreaker(200ampere)feedsthehatchery,andtheother(100ampere)feedsthebunkhouseandhousing.Thecircuitbreakersforthegeneratorsaremotorcontrolled.

Thecontrolsarecomprisedofprogrammablelogiccontrollers(PLC’s)fortheengine‐generatoroperations,statusconditions,andalarms.Additionally,theymonitortheelectricalconditionsviasolidstateprotectiverelaysandsecurethesystemappropriatelyforfaultconditions.Theyalsofacilitateparallelingoperationsallowingswitchingofthegeneratorsandtwogeneratorstooperatetogethertopowerthehatchery.ThePLCandaccessoriesisoutdatedandinpoorcondition.SomeofitsfunctionsarenolongerusedduetonewergeneratorsandmotorsnotbeingcompatiblewiththeoldPLCsystem.Althoughthiscontrolsystemwaswelldevisedwhenitwasfabricated,itiscomplexanddifficulttomaintaininaremotelocation.

Alongwithreplacingthegeneratorswithinfiveyears,theswitchboardshouldbereplacedwithoneusingmoderncomponents.However,attentionmustbemadetoselectasimplercontrolsystemwithfewercomponents.Suchsystemsareavailabletoday.

Thepowerplantearthgroundsystemisburiedandcannotbeevaluatedfully.Withanymajorwork,thesystemshouldbetestedandupgradedaccordingly.

Consideringtheneedtomaintainoperationofthepowerplantallofthetime,replacementoftheswitchgearrequiresaspecialstrategytoensurecontinuedoperationofthesystem.Thismightinvolveconstructionofanewpowerplant,anddemolitionoftheoldoneuponcommissioningofthenew.Thedesignofanewpowerplantshouldincludeacarefulevaluationoftheloadstoallowthegeneratorstobesizedforoptimaloperationandeconomicalfuelconsumption.Theefforttoconfigureanewpowerplantmightalsoincludeanevaluationofincorporatingahydro‐turbinegenerator.


Power Plant Generator No. 2

Fuel Tanks

Exhaust Air Enclosure

Switchboard and Generator Controls

Waste Heat Recovery


PowerDistribution:Twoprimaryfeedersissuefromthepowerplantswitchgearasnotedabove.The100amperefeederforthehousingandbunkhouseiscircuitedtoamaindistributionpanellocatedinthepowerplant.Thispanelalsoservespowertotheradiatorfans,theegg‐takeconveyorhydraulicpump,andthepowerplantbranchcircuitpanel.Thehousingisfedseparatelyfromthefeederforthebunkhouse.Boththehousingandthebunkhousecircuitsarefedundergroundwithsingleconductorsinasystemofconduitsandvaults.Thecircuitsinsidethepowerplantareallsingleconductorsinconduit.Thecircuitsexitingfromthemaindistributionpanelappeartobeinfairtogoodconditionwithtenyears,ormore,ofserviceliferemaining(theexceptionmaybetheundergroundconduitwhichisdifficulttodiscern).

Thebranchcircuitpanelinthepowerplantprimarilysupportscircuitstothepowerplantancillaryequipment,butitalsosupportsfeederstotheeggtakebuildingandstorageshed.Thispanelisfedfromthemaindistributionpanelviaa15KVAstepdowntransformerwithanoperatingvoltageof208Y/120,threephase.Thetransformerisinmoderatelygoodconditionandthepanelisinfaircondition.Thecircuitbreakersshouldbereplacedinthepanelinthenextfiveyears.

Thefeederandpanelintheeggtakebuildingarenewandingoodcondition.

Thefeedertothebunkhouseentersadisconnectontheexteriorofthebuilding,andthenastepdowntransformerinthecrawlspace.Thedisconnectisinpoorconditionandshouldbereplacedwiththebunkhouseremodel.Thetransformerisingoodcondition,althoughitisclosetothefloorjoistsandshouldberepositionedtoallowbetterclearance.Thetransformerfeedsasinglebranchcircuitpanelinsidethebunkhouse.Thisbranchcircuitpanelisinpoorconditionandwillbereplacedwiththebunkhouserenovation.

Thefeedertothehousingunitsistappedinundergroundvaultswithsubfeedersroutedtoeachdwelling.Atthedwellings,thecircuitisroutedthroughadisconnectandstepdowntransformerstoyield120‐240voltpower.Meterswithsecondarymaincircuitbreakersmonitorandprotectthefeederintothepanelinsidethedwelling.Thedisconnects,transformers,andmeter/mainsontheoriginalthreedwellingsareinfairconditionandwillrequirereplacementinthenextfivetotenyears.Theequipmentattheduplexisnew.

Thesecondfeederfromtheswitchgearisdirectedtothehatcheryassingleconductorsinburiedconduit.Thisfeedersupportsamaindistributionpanelintheelectricalroom.Themaindistributionpanelfeedsthreeultraviolet(UV)units,aplasmacutterreceptacle,andabranchcircuitpanelviaa45KVAstepdowntransformer.Thispanelisinfairconditionwithsomenewercircuitbreakers,alongwithsomeoldones.Theoldercircuitbreakersshouldbereplacedwithinthenextfiveyears.

Thestepdowntransformeriscircuitedtoa208Y/120voltmaindistributionpanel,alsoinsidetheelectricalroominthehatchery.Thispanelsupportsfeederstobranchcircuitpanelsintheoriginalandnewhatchery,aswellasasmallmaindistributionpanelintheHangerDockbuilding.Thispanelwasoriginallyconfiguredfora120‐240delta,threephaseconfiguration.Anunconventionalneutralbushasbeenaddedtoconvertittosupportawyeconfiguredsystem.Althoughthepanelisingoodcondition,itdoesnotcomplywiththeNationalElectricalCode(NEC).Thispanelshouldbereplacedwithintwoyears.Note:thefeedertothenewhatcherybranchcircuitpanelisundersizedfortheprovidedcircuitprotectionandshouldbecorrected.

Groundbuses,earthgroundsystems,andbondingtotheneutralbusisprovidedinboththe480voltand208voltpanels.Thegroundsystemsdonotappeartobeinterconnected.Withanysystemupgradeinthisbuilding,thegroundsystemneedstobeevaluatedmoreandreconstructedasneededtoyieldonegroundsystemforthewholebuilding.


BranchcircuitpanelsAandBarelocatedintheelectricalroomandsupportcircuitsinsidetheoriginalhatcherybuilding.PanelAalsosubfeedsPanelCintheshop.PanelAisoldandinpoorconditionwithapoorlyfastenedcover.Itshouldbereplacedinthenexttwoyears.PanelBisingoodcondition.PanelCisinfairconditionandshouldbereplacedinfiveyears,orless.ThecircuitbreakersinPanelsA&Bshouldbereplacedwithinfiveyears.Thefeederstothesepanelsareallingoodcondition.

Thefeedertothenewhatcherybuildingpanelsisundersizedasnotedabove.Itterminatesinadisconnectontheexteriorofthebuildingwithanoldpanelinsidethebuilding.Thedisconnectisbadlycorrodedandneedstobereplacedalongwiththepanel.Thefeederisalsotappedatthecorrodeddisconnectwiththetapgoingtoanothersmallerdisconnectandpanelfortheadditiontothenewhatchery.Thedisconnectisundersizedforthecircuitandneedstobereplaced.Thefusinginthedisconnectneedstoproperlyprotectthesupportedpanel.Thepanelisingoodcondition.

ThemaindistributionpanelintheHangerDockbuildingsupportsfeederstobranchcircuitpanelsintheHanger,intheNetShed,andintheBarn.Thispanelandfeedersareingoodcondition.Thebranchcircuitpanel(loadcenter)intheBarnisnewandingoodcondition.Thepanelinthenetshedisausedpanelinfaircondition.

Power Plant Panels

Hatchery 480 Volt MDP and Panel B

280 Volt MDP and Panel A

Bunkhouse Main Disconnect (480 volt)


ResidenceMainDisconnect,TransformerandMeter/Disconnect

DwellingFeederVault

Hanger208VoltMDPandPanel

PowerAppliancesandLightingTheappliancesatKitoiHatcheryincludeanarrayofsmallpumps,heaters,portabletools,compressors,ultravioletdisinfectionunits,refrigeration,andinstruments.Manyoftheappliancesarepermanentlyconnectedtobranchcircuits,whilemanyareconnectedwithcommonandspecialreceptacles.

Thelightingforthehatcheryvariesfromareatoarea.Muchoftheilluminationisaccomplishedwithfluorescentlamps,yetwithextensiveuseofincandescentandmercuryvapor,andsomehighpressuresodium.Mostofthelightingiscontrolledwithmanuallyoperatedswitcheswithsomeoperatedautomaticallyusingphotocells.

FuelStorage:Fueloilisusedtoheatthehatcherybuilding,bunkhouseandresidences,andtocontinuouslyoperatethepowersupplygenerators.Fuelissuppliedtothesiteandstoredin(1)20,000‐galself‐containeddikedtanklocatedbetweenthedockandthehatcherybuilding.Fueloilispresentlysuppliedbybargein55‐galdrumsandpumpedtothemainstoragetankwithadrumpump.Usingamostlyanabove‐groundrigidpipingsystem,fuelismanuallypumpedto(2)2,500‐galself‐containeddikedtanksatthegeneratorbuilding,(4)300‐galtanksateachoffourresidences,(1)300‐galtankatthebunkhouseand(1)300‐galtankadjacenttohatcherymechanicalroom.The300‐galtanksaremountedonprecastconcreteleakandspillcontainmentstructures.Duringpumpingoperations,thehatcherycrewstationspersonnelateachtankbeingfilledandthepumpoperatorandthetankmonitorscommunicatebyradio.


Thepipingsystemisvisibleinmostlocations.Whereitgoesundergroundintwolocationstocrossvehicleaccessroutes,thehatcheryoperatorhasinstalledPVCcontainmentpipesleeves.Anundergroundsegmentalsoexistsalongtheroadtothegeneratorbuilding,withnocontainmentsleevesonthepiping.Noleakdetectionsystemwasobserved.Inmostlocationsthepipingisonthegroundsurfaceandnotprotectedfromphysicaldamage.Therewasnoevidenceofrecentspillsorleaks,althoughsomepipejointsdidappeartobemoistwithaslightodoroffueloil.

Thesaltwatersystemusedfordiseasecontrolduringincubationissuppliedbyadiesel‐drivenpumpwithamanually‐filleddaytank.Thedaytankappearstobeacustom‐made,aluminum,single‐walltankwithacapacityofapproximately100gallons.Ahoseanddispenserisusedtopumpfromthemaintankpumproomtothedaytank,adistanceofabout100feet.Thereisnooverfillorspillcontainmentatthedaytankandtheenginefuellinesremovefuelfromthebottomofthetankratherthantop.Anybreaksinthefuellinewouldresultindrainingtheentiretank.Theredoesnotappeartobeaventonthetankwhichcouldaffectengineoperation.

Gasolineisstoredina500‐galdoublewalltankanddispensedbyelectricpumptosmallcontainers.Thetankisfilledbypumpingfrom55‐galdrumsbroughttothesitebybarge.Thereisaspillcontainmentsumpatthetank.

Mostoccupiedbuildingsatthesiteareheatedbyoil‐firedboilers,withtheexceptionoftheincubationbuildingwhichhasonlyelectricwallfansforventilation,andthebarnwhichusesawasteoilfurnace‐forcedair.

DomesticWaterandWastewater:DomesticwateristakenfromabranchoffthehatcherywatersupplyandtreatedwithUV.Domesticsewagefromthehatcherybuildingandfromthebunkhouseispipedtoa3,000gallonseptictankwithapretreatmentcell.Eachresidencehasitsownseptictankwithapretreatmentcell.SeptictankeffluentispipedundergroundtoadischargepointinKitoiBayatadepthofapproximately40feet.Conditionisratedasfair,thoughcodecompliancereviewandupgradesarerecommended.

BUILDINGS:ElectricalPowerGenerationBuilding:Thegeneratorbuildingexteriorenvelopeisinpoorcondition.Theoriginalmetalroofingfailedandexposedfastenermetalroofwasinstalledoveritasastopgapmeasure.Itwasnotdesignatedforwinduplift,lacksflashing,insulationorventilationmeasures.Windowsanddoorsareallbadlydeteriorated.Combustionairintakeandexhaustareinpoorshape,heavilycorrodedandlackingweatherintegrity.Thewallsidingisadualskinmetalsidingwithapproximately1.5”offiberglassinsulationbetweenthepaintedmetalpanels.Itiscorrodedthroughinplaces,lacksweatherintegrityandhasaverypoorprognosis.Thepanelsdostillappeartohavesufficientstructuralintegritytoserveasabackingforreplacementpanels.


Generator Building Roof detail

Typical window

Plywood Exhaust Plenum

Aplywoodplenumwasconstructedthatdirectsradiatorexhaustheattoadjacentfueloiltanks.Thishelpsraisefueltemperaturesothatitdoesnotgelinthewinter.Thesystemshouldbeinvestigatedtoensurethatitdoesnotadverselyaffecttheflowofexhaustairfromthegenerators.Roofingandsidingcouldbereplacedalongwithdoors,windows,louvers,andotherexteriorenvelopeelementsifitisdecidedtoretaintheprimaryequipmentinsidethebuilding(generators,switchgears,etc.)However,ifitisdeterminedtoreplacetheprimarygenerationequipmenttheexistingbuildingcouldbereplacedwithanewgenerationbuildinginstalledonthesitewhiletheexistingplantremainsinoperation.Demolitionoftheexistingbuildingcouldtakeplaceafterthenewbuildingisbroughtonline.Itislikelysomesiteclearing,includingexcavationofadjacentuplandsslopewouldberequiredtoaccomplishalevelsiteonwhichtobuildanewgenerationbuilding.


Structural:Thestructuralframingwascoveredbyfireproofing,siding,androofingandcouldnotbevisuallyinspected.Basedontheageofthestructure,itislikelypastitsdesignlifeandshouldbedemolishedandreplaced.

Electrical:Thepowerplantiscircuitedprimarilywithsingleconductorsinelectricalmetallictubing(EMT)withsomeuseofflexibleconduitattransitionsfromstationarysurfacestoequipment.Thecircuitsareinfairconditionwithmorethanfiveyearsofserviceliferemaining.Withfutureremodelstothespace,inactivecircuitsshouldberemoved.Therearefewreceptacles,andallareinfaircondition.Thelightingisaccomplishedwithindustrialtypefluorescentlampedstripfixturesmountedtotheceiling.Manuallyoperatedwallswitchescontroltheiroperation.Theexteriorisilluminatedwithanold“barnyard”typefixturemountedtoapipeadjacenttothebuilding.Allofthelightingisinpoorconditionandshouldbereplacedwiththenextrenovationorreplacementofthepowerplant.

BunkhouseThedeficienciesofthebunkhousehavebeenadequatelycoveredinpriorreports,includingbidreadyconstructiondocumentsandbidsforconstructionthatestablishavalueforthework.Theworkmayproceedassoonasfundingpermits.Thestructurewasnotinspectedasarenovationandadditiontothestructurehavealreadybeendesigned.

Bunkhouse

Electrical:ThebunkhouseiscircuitedwithTypeNMorUSEcables,whichareingoodcondition.Receptaclesareadequatelyscatteredthroughthebuildinginmostspaceswithsomeminorexceptions.Theyareinfaircondition,butshouldbereplacedsoon.Thelightingincludesbothfluorescentandincandescentfixtures,infaircondition.Thecircuitsshouldberetainedandsupplementedwiththeprojectcurrentlyplanned.Twoorthreecircuitsmighthavetobereplacedduetothegroundwirebeingcut,iftheycannotbeextendedtothenewpanel.

MainHatcheryBuilding:General:ThebuildingisanAmcopre‐engineeredmetalbuilding,60’x93’.Roofingisa24gagemetalroofingwithexposedfastenersinstalleddirectlytoZeeshapedpurlins.Roofinsulationconsistsofsprayappliedpolyurethaneapproximately1.5inchesthick,with½”cementitioussprayfireproofing,appliedtotheundersideofmetalroofing,purlins,andotherroofmountedelements.EstimatedtobeR‐8,thesprayinsulationappearstobeeffectiveinpreventingroofcondensationasiteffectivelypreventsthroughconductanceatsteelsurfaces.Wallsare24gagesteelsandwichpanels,smoothfacedontheinteriorsideandcorrugatedontheoutsidesothatthepanelthickness


variesfrom2.5”to4”.VoidspaceinthepanelsisassumedtobefilledwithfiberglassbattinsulationestimatedtobeR‐8.Thewallpanelsareexposedontheinteriorexceptwherecoveredbysubsequentconstruction.

Main Hatchery Building

ExteriorElements:Grade:Asteepslopealignsalongthenorthsideofthebuilding.Itdrainsintotheareabetweenthetoeofslopeandthelongaxisofthebuilding.Overthelonglifeofthebuildingorganicmaterialhasbuiltupinthearea,aswellasdebriswasheddownfromabove.Itshouldbeexcavatedbackanddrainagestructureinstalledatthebaseoftheslopetopermanentlystabilizegradesanddrainageinthearea.

Slope behind hatchery building

Roof:Metalroofingwaspaintedapproximately2yearsagoinefforttostretchtheusefullifeoftheassembly.Staffstatesthattheroofwasheavilycorrodedpriortothepaintbeingapplied.Corrosionisevidentunderthepaint,especiallyatpaneledges.Thepaintwasastopgapmeasure‐theroofispastitsusefullifeandshouldbereplaced.Theexistingroofingcanremaininplaceandanewmetalroofinstalledontopofit.Insulationcanbeplacedinthevoidspacebetweenexistingandnewroofpanelsasaninexpensivewaytoraisethethermalperformanceoftheroof.Sprayfireproofinghasbecomedislodgedfromtheurethanefoamadhesiveinanumberofplaces.Trowelonfireproofingpatchmaterialshouldbeappliedatallareaswheretheurethaneisexposed.


Roof panel corrosion Exposed insulation

Siding:Metalsidingispastitsusefullife.Baseflashingshaveessentiallyrustedaway.Thepaintfinishisheavilychalkedanderoded.Flashingatwindowsanddoorsaredeteriorated.Newsidingisrecommended,eitherasanoverlayorasacompleteremove/replaceprocess.Sidingreplacementwillbecomplicatedbythelargeamountofelectricalconduitandprocesswaterpipingandequipmentattachedovertheyearstothesidesofthebuilding.Sidingreplacementshouldbecoordinatedwiththeplannedreconfigurationofprocesspiping.

Corroded base flashing. Deteriorated window frame.

Deteriorated siding.


PersonnelDoors:Alldoorsexhibitheavywear,manydonotfullyclose.AllexteriordoorsshouldbereplacedwithinsulatedG90galvanizeddoors,framesandhardware.

Existing deteriorated door Typical Window

Overheaddoors:Therearetwooverheaddoorsnecessarytoaccesstheprocessandbulkyincubationequipment.Bothdoorsarenecessaryelementsofthefacility,arepasttheirusefullifeandshouldbereplaced.

Windows:Ofthe17originalwindowsonthebuilding,twohavebeenreplacedwithinsulatedvinylunits.Theremainderaresinglepanesteelframewindows.Allexhibitcorrosion,leakinheavyweatherandarepassedtheirusefullife.Theyshouldbereplacedalongwiththemetalwindowflashing.

Canopy:acanopywasinstalledatsomepointinthepastonthenorthsideofthebuildingapproximatelyinalignmentwiththemetalroofofthehatchery.Thecanopywasasitedesignedandbuiltresponsetoaseriousoperationalchallengeandprotectswalkways,doorways,processpiping,fueltank,fueldistributionfromslidingsnowandweather.Itisalightwoodstructureofindeterminatestructuralcapabilityandhasnofoundations.Thecanopyisimportanttothemaintenanceandoperationstakingplaceinthebuilding,butappearstobeatemporarysolutionandisconsideredaliability.Itshouldbereplacedwithagalvanizedsteelcanopystructureshelteringapproximatelythesamegeneralarea.


Canopy at Formalin Room

PeroxideStorageroom:Thestorageroomadjacenttothecanopyappearstobeatemporarystructureframedofwoodandbuiltdirectlyongradewithnofloorstructure.Itappearstobeatemporarystructureandshouldbereplacedinconjunctionwiththecanopyreplacement.Replacementofthestorageroomwillneedtobeaccomplishedinaccordancewithcoderequirementsforhandlingthematerialsused.

BuildingInteriorGeneralComments:Thebuildingisbrokenintotwogeneralareas.Theeasternhalfofthebuildingconsistsofconditionedspacesnormallyoccupiedbystaff.Thewesternhalfofthebuildinghousestheprimaryhatcheryracewaysandrelatedequipment.

Floors:Concretefloorswereoncesealedandpaintedovertimethefinishcoatingshavefailed,leavingfissuresandbubbledsurfacesthattrapdebrisandarevirtuallyimpossibletoclean.Fibrousexpansionjointmaterialoriginallyplacedatcertainslabjointshaslargelydisappearedleavinggapsintheflooropentothesubgradebelow.Duringcleaningactivitiesdebrisladenwaterseepsdownintothese½”gaps.Itissuggestedthattheconcretefloorsurfacesbescrabbledtoremoveexistingcoatingsandlooseconcrete,followedbypowerwashingusinghightemperaturepressurewashingequipment.Onceanacceptablesurfaceisachieved,slabtoppingcouldbeapplied,followedbysealerand/orepoxytypecoating.Aspartofthiswork,permanentbootrinse/sterilizingbasinscanbeformedatdoorwaystoeliminatethelooseplasticbasinspresentlyused.

Failed floor sealer Typical water damage at wall and door


Walls:Wallsbetweenwetareas(incubationrooms)andoccupiedareas(lab,toiletroomsetc)aresaturatedfromyearsofcondensationandcleanupoperations.Rotispresentinthewoodframing,andthelackofcurbshasallowedwatertorunintoadjacentareas.Thedrywallintheseareasshouldbereplacedwithnewmoistureresistantassemblies,suchasmoldresistantdrywallcoveredwithFRP,possiblyfactorylaminated,ongalvanizedmetalstuds.Curbsshouldbeprovidedunderallwallsatwetareas.Allsurfaces,(existingtoremainandnew),shouldbepainted,exceptwhereprefinished.

Ceilings:ceilingsaregypsumdrywallinstalledtotheundersideofthefloorframingatmezzanineabove.Atwetareasthedrywallceilingsareingoodconditionandwillneedtoberemovedandreinstalledonlyasrequiredtoaccomplishotherwork.Atwetareasgypsumdrywallshouldbereplacedwithamoldresistantdrywall.

InteriorDoors:Interiordoorsandframesarepasttheirusefullifeandshouldbereplacedinallareas.

IndividualAreas:Officeareas:CaseworkfurnitureandotherFFEitemsinthisareaarepasttheirusefullifeandshouldbereplaced.MostofthecircuitsinthisareaofthehatcheryarecomposedofsingleconductorsinEMT.ThereissomeNMcableformorerecentlyinstalledequipment.Thecontrolcircuitsutilizeopencablesthatareinpoorconditionandshouldbereplaced.Althoughconveniencereceptaclesarescatteredthroughmostoftherooms,manykeylocationsarewithoutsuchasevidencedbythenumberofextensioncordsroutedaroundroomsandplugstrips.Thesystemofreceptaclesandcorrespondingcircuitsisinpoorcondition.ThelightingincludeslinearfixtureswithT12lampsandwraparoundacryliclensesmountedtotheceilingsurface(someofthelensesaremissingorbroken.Somesmallareasareilluminatedwithopenincandescentlamps.Alllightingiscontrolledwithmanuallyoperatedwallswitches.Thelightingisinpoorcondition.

Office Breakroom

BreakRoom:Breakroomispresentlyusedforavarietyofpurposes‐asaworkroom,smallenginestorageandelectronicrepair.Theconflictingusescreateconditionsdifficulttomanage.Itissuggestedthatthespacesbere‐programmedtosubdividethespacesandcreateamoredefinedbreakroom,possiblywithitsownentranceanddivestingarea.Onewaytoaccomplishthiswouldbetoconverttheadjacent,sockeyeincubationroomintoaworkroom.Breakroomfurnishingsarepasttheirusefullifeareunsanitaryandshouldbereplaced.Itissuggestedthatplumbingbeprovidedinthebreakroomforahandwashsink.


Laboratory:Thelaboratoryareaincludesfishfoodstorage,stainlesssteeldissectiontable,sinksshelves,countersandothercasework.Allisunsanitary,heavilywornandwellpastusefullife.Allfurnishingsinthisareashouldbereplaced.Itissuggestedthatsomesortofpalletizedstoragebeprovidedforthelarge,heavyfishfoodbagstoreducetheamountofhandlingrequired.Itisalsosuggestedthatwhenthelaboratorycaseworkisreplaced,thatconsiderationbegiventoincludingmoremodernequipmenttoreflectthecurrentstateofhatcherytechnologyandtomorereadilyprovideforfuturedevelopments.Somereceptaclesarescatteredthroughthesespaces,butthepresenceofextensioncordsindicatesaneedformore.ThecircuitinginthesespacesalsousessingleconductorsinEMT.Mostofitisinfairtogoodcondition.However,itshouldbeupgradedtosupportmorereceptacles.Thecontrolcircuitsutilizeopencablesthatareinpoorconditionandshouldbereplaced.Thelightinginthesespacesincludeshighpressuresodium(HPS),incandescent,andsomelinearindustrialstripfluorescent.TheHPSandfluorescentluminairesaremanuallycontrolledwithwallswitches.Theincandescentlightingintheincubationareasiscontrolledwithdimmers.Thelightingisinfairconditionwithlessthanfiveyearsofserviceliferemaining.TheapplicationofLEDlightingwithdimmingcontrolshouldbeconsideredwiththenextproject.Itwillprovidebettercontrolresponse,lowermaintenancecosts,andlowerenergyconsumption.

Lab Counter Lab Counter

Toilet:Onlyonetoiletisprovidedinthehatcherybuildingandappearstobetheonlytoiletprovidedatthefacilityoutsideoftheresidences.Thetoiletiscollocatedwiththelaundryareaandjanitorspaceandseparatedonlybyametaltoiletpartition.Toiletarea,sinceitisusedbybothgenders,shouldbeaffordedmoreprivacy.Itshouldalsobelocatedincloserproximitytoanoutsidedoortomakeitmoreaccessibletoworkerswithoutforcingindividualstowalkthroughthemainhatcheryareainordertousethetoilet.Allsurfacesarepasttheirusefullifeandshouldbereplacedinthisarea,withseparateareasprovidedforlaundryandjanitorialfunctions.


Toilet Room Non‐compliant Stair

Workshop:theworkshopisusedforavarietyofneedsthatariseinaremote,selfsufficientfacility.Itisahighbayspace.Thewallsharedwithadjacentspacesrequiresafireseparation.Penetrationsofthewallsshouldberepairedwithfiresafingmaterials.Again,mostofthecircuitsinthisareautilizesingleconductorsinEMT.Thecircuitsareinfaircondition,butshouldbereplacedwhenthespacesareremodeled.Thecontrolcircuitsutilizeopencablesthatareinpoorconditionandshouldbereplaced.Receptaclesarescatteredthroughoutthespaceswithseeminglygooddistributiontomeetthefacilitydemands.Thereceptaclesthemselvesareinfaircondition,butwillrequirereplacementwithintwoyears,orwhenthespacesareremodeled.ThelightingconsistsprimarilyoflinearindustrialstripswithT12fluorescentlampsandreflectors.Manyoftheluminairesarenotoperating,orareoperatingpoorly.Theyshouldbereplacedinthenearfuturetonotonlybetterilluminatethespaces,buttodosuchinanenergyefficientmanner

HatcheryArea:Thehatcheryareaisawetareatakenupwiththevarioustypesoffishincubatortanksandrelatedprocesswatersystems.Surfacesinthisareaarewetmostofthetimeandsubjecttocorrosion.Existingsteelshouldbepreppedandre‐painted,includingtheprimarysteelframes.Theexisting,exteriorlowerwallsshouldbedisassembledandsaturatedinsulationandwetsubstratematerialsremoved.Floorsandwallsshouldberepairedasdescribedelsewhere.Asdiscussedpreviously,considerationshouldbemadetoreconfigurecirculationanddoorlocationswithinthebuildingwhileotherworkisbeingaccomplishedtoreducetheamountofthroughtrafficthatoccursinthisbuildingtoreducethepotentialforcrosscontamination.

StorageMezzanine:Theceilingabovetheoccupiedareas(exceptthehighbayworkroom)isactuallyastructuralfloorforthestoragemezzanine.Onestairprovidesaccesstothemezzanine,locatedinthemainhatcheryarea.Thestairhas8.5”treadsand9”risers.Itshouldbereplacedwithagalvanizedstaircompliantwithcurrentcodes.

Structural:Thestructureisapre‐engineeredsteelbuilding.Thesteelcolumns,roofbeamsandroofpurlinsallappeartobeingoodcondition.

Thelateralloadresistingsystemconsistsofroofrodbracesintwobays,fourrigidframesinthetransversedirection,andonebayofrodcrossbracingineachlongitudinalwall.Thestructureappearstobetoolargeforasinglebayofrodcrossbraces,especiallywheretherearetwobaysof


roofcrossbracing.AlateralloadanalysisshouldbeperformedonthestructurebyaprofessionalengineerlicensedintheStateofAlaska.Theoriginalstructuraldrawings,ifavailable,wouldbeusefulforanalysis.

Thereisastoragemezzanineinapproximatelyhalfthestructure.Theframingiscoveredwithsheetrock,butappearstobetimber‐framed.Theas‐builtsofthestructurespecifyceilingjoists,2x10spaceda16”oncenterspanningupto20’‐0”,whichareinadequateforastorageliveload.Additionaljoistsorinteriorpostsshouldbeaddedorthespaceshouldnotbeusedforstorage.

Thereisasmallstoragemezzanineintheshopareawithapostedsignspecifyingamaximumloadof1000pounds.Themaximumpostedloadshouldbeverifiedwithaprofessionalengineer,ifithasnotbeenalready.

Thereisatimberframedcoveredshelteronthesideofthestructurethatisofquestionableconstruction.Theredoesnotappeartobealateralloadrestingsystem.Therealsoarenotanyconnectionsbetweenthetimberpostsandtheconcretefootings,andtwoofthepostshaveverylittlebearingonthefootings.Thesheltershouldeitherbedemolishedorupgraded.

Cooler:Roofinghasreachedendofusefullifeandisrustingthrough.Therefrigeratordoorwaynolongersecure,allowsheattoentercoolerarea.Thelatchisnolongerfunctional,andcouldleadtoapersonbeingtrappedinside.Therefrigerationequipmentdoesmaintainfreezingconditions,butcannotbeconsideredreliableoverthedurationofthisreport.Thecoolerisusedforlongtermstorageoffishfood,andwhileshortshutdownsarenotcritical,theexistinginstallationisnotservingitsoriginalpurpose.Itislocateddirectlyagainsttheslope,withdebris,vegetationandsedimentbuildingupagainstthenorthsideofthecooler.Itissuggestedthatthecoolerbereplaced.Onepossibleconfigurationwouldbetolocateanewcoolerunderthereplacementcanopysothatitisnolongerexposedtotheelements.

Non functional refrigerator door

IncubationBuilding:Single‐story40’x42’steelstructurewithsteelroofingandsidingbuiltin1989.Thefoundationisareinforcedconcreteslabwiththickenedperimeterfootingandfoundationpadsundercolumns.InteriorspacesarefinishedwithFRPwallpanels.Buildingisinverypoorconditionandshouldbereplaced.


Structural:Thestructureisapre‐engineeredsteelbuilding.Thesteelcolumns,roofbeams,androofpurlinsallarecorroded.Thecorrosionissignificantenoughthatthestructureshouldbedemolishedandreplaced.

Incubation Building Corroded columns

Structural corrosion

Electrical:Thispartofthefacilityappearstobecontinuouslydamp.ThecircuitsincorporatetheuseofsingleconductorsinEMT.Inthisenvironment,theservicelifeofthesecircuitsisgreatlyreduced.Andalthoughitiscurrentlyingoodcondition,itwillneedtobereplacedwithinfiveyearswithatypemoresuitablefortheenvironment.Thecontrolcircuitsutilizeopencablesthatareinpoorconditionandshouldbereplaced.Receptaclesprotectedwithgroundfaulttypecircuitbreakersappeartobeadequatelyscatteredthroughoutthespace.Allincludeweatherproofcovers,buttheyarecommoncommercialgradedevices,susceptibletocorrosion.Theyshouldbereplacedinthenexttwoyearswithmarineornon‐corrosiongradedevices.ThelightingisaccomplishedwithlowbaytypeHPS.Thesefixturesarequiteclosetotheheadboxesfortheincubationtraysandprovideinappropriateillumination.ThesefixturesshouldbereplacedinthefuturewitheitherpendantLEDorenclosedlinearfluorescenttypessuitableforthisenvironment.Theilluminationwillbemoreuniformandbetterlightbothlevels.Itwillalsobeeasiertocontrol.

Egg‐takeBuilding:Single‐story36’x16’woodstructurewithsteelsiding,builtin2008.Thefoundationisareinforcedconcreteslabwiththickenedperimeterfooting.InteriorspacesarefinishedwithFRPwallpanels.


Thebuildingisingoodcondition.Tohelpsupportlongtermmaintenance,itissuggestedthatadditionalsealantbeappliedatwindowsillsandtransitionbetweensillandmetalsidingtopreventwaterfromenteringwallassembly.Itisalsosuggestedthatadditionalgradeadjustmenttakeplaceathighsideofbuildingtopreventwaterfromenteringatfloorslablevel.

Egg take building

Structural:Thetimber‐framedstructurewasconstructedinhouse.Thestructuralframingwascoveredbysheetrock,siding,androofingandcouldnotbevisuallyinspected.ThestructureshouldbeinvestigatedandanalyzedbyaprofessionalengineerlicensedintheStateofAlaskaforcodecompliance.

Electrical:Theeggtakebuildingwasrecentlyconstructedusingnon‐metallic(TypeNM)cableforbranchcircuits.Thecablesareadequatelyprotectedtoallowthecircuitlifeexpectancytoexceedtwentyyears.Thereceptaclesarecommongradeinstalledwithweatherproofcovers.Theyarenotgroundfaultprotected,andalthoughpossiblynotrequiredbytheNEC,itwouldbeprudenttodosotoensuresafety.Iferroneouscircuittrippingoccursoncircuitsservinglargerportableequipment,itmaybenecessarytoutilizetwistlocktypereceptaclesforsuchequipment,protectedby30milliamperetypegroundfaultcircuitbreakers.TheinteriorisilluminatedwithlinearfixturesusingT8orT12fluorescentlampsenclosedinsidewraparoundacryliclensesmountedtotheceiling.Theyarecontrolledwithmanuallyoperatedwallswitches.Thelightingandcontrolsisingoodcondition.

Hangar/Warehouse:Single‐story30’x40’woodstructureopenonthefront,withexposedstructurewallsandceilings,woodsidingandsteelroofing,builtin1986.Thisbuildingisusedforgeneralstorageandtocoversalmonrearingraceways.Thefoundationisperimetergradebeams,andthefloorisgravel.

Thisbuildingisstructurallyunsound.Trussesarenotengineeredandexhibitdeformation.Rotisoccurringinwalls,siding.Thisbuildingisalifesafetyhazardandshouldbereplaced.


Hangar/Warehouse Building

Structural:Thestructureistimber‐framedandappearstobeinpoorcondition.Thetimberwallframingshowssignsofdryrotinseverallocations.Thetimberrooftrussesappeartobeoverstressedandaredeflectingwithoutanysnowload.Thestructureshouldbedemolishedandreplaced.

SingleFamilyResidenceBuildings:Threesingle‐storybuildings,50’x24’,withthreebedrooms,kitchenandlaundryarea,builtin1983.Theyarewoodframedstructureswithaluminumsidingandsteelroofing.Reinforcedconcretespreadfootingwithpressuretreatedframedstemwalluptowallplates.Sheetrockwallsandceilings,carpetandvinylflooring.Thesinglefamilyresidencesaresimilarinconstructionandexhibitmostlysimilarconditions:

Single Family Residence Typical Back Porch

Investigateforrotinbackporchfloorareasandrepair.

Metalroofingisneartheendofitsusefullifeandshouldbereplaced.

Allaluminumsidingshouldbepowerwashedandreplacedwheredamaged.


Damaged siding Deteriorated Exterior Door

Exteriordoorsaredeterioratedandshouldbereplaced.

Windowsappeartobesatisfactory.

Kitchencaseworkshouldbereplaced.

Crawlspacesinbuilding2arewetduetowaterfromtheadjacenthillside,whichisleakingthroughthepressuretreatedwoodfoundationwall.Theareaoutsidethebuildingshouldbere‐gradedtoredirectsurfacedrainage.Thecrawlspacedrainshouldbereplaced,andadditionalcrawlspaceventsinstalled.Itisalsosuggestedthatthefiberglassinsulationontheallweatherfoundationsberemoved.Floorjoistspaceshouldbeinsulatedandthetreatedfoundationrepairedasrequired.

Moisture in crawl space


Structure:Thetimber‐framedstructureshavepressuretreatedtimberfoundationwalls.Thecrawlspaceshavevaporbarriers.Thecrawlspacesofresidences1and3arefairlydry,butthecrawlspaceofresidence2hasasignificantamountofstandingwater.Thewaterappearstobecomingintothecrawlspaceatthebackofthefoundationwall.Afoundationdrainalongthebacksideofthebuildingwouldlikelyalleviatethesituation.Theexistingtimberstudsandsheathingshouldbeinvestigatedforroteventhoughtheyarepressuretreated.

Theroofframingwasnotinspectedastherewasnoaccess,buttheyhaven’tnotedanyleaksintheroofrecently.

Electrical:ThecircuitsutilizeTypeNMcableandappeartobeingoodcondition.Similarly,receptaclesareseeminglylocatedinaccordancetotheNECandalsoappeartobeingoodcondition.Thelightingisaccomplishedprimarilywithincandescenttypefixturesandalsoappearstobeingoodcondition.

DuplexResidenceBuilding:Twostorybuilding,24’x36’,dividedintotwoidenticalresidences,eachwithtwobedroomsandrestroomupstairsandopenlivingkitchenareadownstairs,with6’x10’covereddeckand6’x8’enclosed“mud‐room”entrywaysinfrontandacommon4’x10’enclosedmechanicalroominback,builtin2010.Woodstructurewithvinylsidingandmetalroofing.Reinforcedconcreteperimeterfootingwithpressuretreatedframedstemwalluptowallplates.Sheetrockwallsandceilings,carpetandvinylflooring.

Waterleaksintotheexistingcrawlspaceduetogroundwateroozingintotheloweredspacefromtheuphillslope.

Duplex Residence

Suggestfollowingproceduretoreducemoistureintrusion:

Re‐gradesurfacessurroundingthebuildingtoensurethatsurfacewaterisredirectedawayfromthebuilding;

Excavatearoundthefoundation,installnewwaterproofingatpressuretreatedwoodfoundationpanels,installfoundationdrains,daylighttograde.

Removeinsulationfromwallpanels,addinsulationtofloorjoistspace,provideadditionalcrawlspacevents,andonethewoodframingisdry,suggestfitting2”rigidinsulationintothevoidsbetweenpressuretreatedfoundationframing.


Structural:Thetimber‐framedstructurehaspressuretreatedtimberfoundationwalls.Thecrawlspacehasavaporbarrier.Itappearsthatwaterisseepingthroughthebackfoundationwallatthesillplate.Afoundationdrainalongthebacksideofthebuildingwouldlikelyalleviatethesituation.

Theroofframingwasnotinspectedduetotheageofthestructure,butitshouldbeconfirmedthatthestructurewasdesignedbyaprofessionalengineerlicensedintheStateofAlaska.

Electrical:ThecircuitsutilizeTypeNMcableandappeartobeingoodcondition.Similarly,receptaclesareseeminglylocatedinaccordancetotheNECandalsoappeartobeingoodcondition.Thelightingisaccomplishedprimarilywithincandescenttypefixturesandalsoappearstobeingoodcondition.

OTHERBUILDINGS:NetStorageBuilding(2008),25’x25’woodstructurewithsteelsidingandroof,concreteslabfoundation,paintedplywoodnailsandceiling,withloft;240/120velectricfeedfromhatcherybuildingpowersoutlets,lightsandelectricunitheater.Conditionofthisbuildingisgood.

Buildingwasplacedonaformercontainmentdikefoundationwalls‐Itisassumedstrongenoughtosupportthebuilding.Itconsistsofanopenlowerlevelandamezzanine.

Net Storage Building Mezzanine Storage

Mezzaninestorageareareachedbyladder.Ifthemezzanineisconsideredanoccupiedspace,itmusthaveastair.Openingthroughfloorforladderisnotguardedbyanoperableguardrail.Suggestinstallinganoperableguardrailatthestairopening.

Structural:Thetimber‐framedstructurewasconstructedinhouse.Themajorityofthestructuralframingiscoveredbysheetrock,siding,androofingandcouldnotbevisuallyinspected.

Theroofjoistsappearadequateifthewallneartheirmidspanisconsideredabearingwall.Unfortunatelythiswalldoesnotextendbelowtheloftfloor,whichwouldrequiretheloftfloorjoistscarrytheweightoftheroofaswellasthestorageliveload.ThestructureshouldbeinvestigatedandanalyzedbyaprofessionalengineerlicensedintheStateofAlaskaforcodecompliance.

Electrical:Thecircuitsinthenetshedarerathernewandincondition,consistingofsingleconductorsinEMT.Thelightinginthisbuildingutilizesindustriallinearfluorescent.Thesefixturesareinfairconditionwithalifeexpectancyoffiveyears.


StorageBuilding(originalconstruction1954,movedtothislocation1980’s),32’x20’woodstructurewithwoodsidingandsteelroof,concreteblockfoundation,exposedwoodenstructurewallsandceilingwithgravelfloor.

Thehighbaystoragebuildingusedforstorageoffloatsandotherinwaterrelatedequipmentaswellasuplandsequipment,locatedontheeastendofthesite.Ithasnofoundations,insulation,structuralconnections,lateralorseismictiedowns.Thereisdryrotanddeteriorationpresentinsidingandstructure.Theexistingstructureisunsafe‐lacksanysortofstructuralintegrity,noseismicstability.Itshouldbedemolishedandreplacedasalifesafetyrisk.Itshouldbereplacedwithanewstoragestructure,perhapsinconjunctionwithotherplannedbuildingprojectsonthesitewhichcouldleadtogreaterefficiencywhileprovidingthenecessarydrystorage.

Storage Building Storage Building interior‐ no structural support

Structural:Thetimber‐framedstructuredoesnothavewallstuds,afoundation,oralateralloadresistingsystem.Thestructureshouldbedemolishedandreplaced.

Barn(2008)40’x30’twostorywoodstructurewithsteelsidingandroofing,concreteslabfoundation,paintedplywoodwallsandceilings.

Thisbuildingconsistsofstorage/workareadownstairswithopenalcoveforheatplant,withactivityroomupstairsusedasrecreationroomforstaffandasoverflowsleepingquarters.


Barn Stairs

Stairsare11”treads,9”risers,railingsconsistoftworails.Floortoflooris13’‐6”,stairsareasinglerungreaterthan11’high.Becausethespaceupstairsisusedasarecreationoccupancyandoverflowbunkhouse,itneedstwoexitsandacodecompliantstair.Itmayremainas‐isifusedonlyasnon‐occupiedstoragespace.

Insulationlevelsarenotstandard:wallsr‐19,ceilingsareR‐11.Novaporbarrierevident.Ifthebuildingisusedsubstantiallyinthecoldmonths,considerationshouldbegiventoaddingadditionalinsulationintheceilingandwallsoftheupperlevel.Itappearsthattheseareascanbeeasilyreachedtoaddinsulationwithoutdemolitionofexistingstructure.

Nofireseparationbetweenfloors‐floorlouvers(4‐9”x4”)allowheatfromdownstairstoraisetoupperlevel‐opentoboilerroom.Ifthebuildingisassumedtobealloneoccupancytypethisisallowable.

Floor louver

Wedidnotobserveacompliantsmokedetectorinthesecondfloor.Thereshouldalsobeacarbonmonoxidedetector.

WindowsPVCinsulatedwindows,3’10x2’10,sliders.Theymeetegressrequirements.

Structureisunusual,withplywoodsearpanelsprovidedonlowerwallsandfloorandceiling,butnotatroof.Recommendadditionalevaluation.


Structural:Thetimber‐framedstructurewasconstructedinhouse.Themajorityofthestructuralframingiscoveredbysheetrock,siding,androofingandcouldnotbevisuallyinspected.

Theroofisnotsheathedandthereforecannotbeconsideredadiaphragm.Thekneebracesthatsupporttheloftfloorbeamsinducealargeoutwardthrustonthesupportingmemberinthewall,whichcouldnotbevisuallyinspected.ThestructureshouldbeinvestigatedandanalyzedbyaprofessionalengineerlicensedintheStateofAlaska.

Electrical:Thisisanewfacility.ThecircuitsinthebuildingutilizeTypeNMcables.Receptaclesareseeminglyadequatefortheuseofthespace.Thelightingiscomposedprimarilyofindustriallinearfluorescentwithalifeexpectancyoftenyears.

SaltwaterPumphouse:Thebuildinghousesadiesel‐drivenpumpforintermittentuseduringeggtreatments.Whenthepumpisbeingused,itistheonlysupplyofwatertoportionsoftheincubationrooms,andthereforeitscontinuousoperationiscriticaltopreventeggmortality.Itincludesanumberofelectroniccontrolsandoperatingsystems.

Saltwater Pump House Saltwater Pump

Therecessedconcreteslabfloorisbelowlevelofadjacentgrade,whichcouldallowseasonalleakstodamagesensitiveelectronicsforthepumpandenginecontrols.Noinsulationisprovidedinthestructure,andwhileitisnotnecessarytoheatthebuilding,itwouldbepreferredtoinsulatethebuildingtoreducepotentialtemperatureswingsthatcancausecondensation.Thestructureisindeterminate,noseismicprovisionsorholddownsprovided.Thedoubledoorsprovidingentrytothebuildingarewornoutanddonotcloseproperly.Thebearsatthesitecouldeasilyenterthebuilding,anddamagethecontents.

Dryrotisoccurringatframingandsidingatthebaseofwalls.Roofingisattheendofitsusefullife.Giventhenumberofconcernswiththisbuilding,itissuggestedthattheexistingwoodframedstructurebereplacedwithalowmaintenance,galvanizedstoragestructure.

Whetherornotthebuildingisreplaced,thefuelsystemshouldbeimprovedasdescribedinprecedingsections,andtheengineexhaustsystemshouldbeupgraded.Specifically,theexhaustpipewallpenetrationshouldbereplacedwithaninsulatedthimbleandtheexhaustpipehangars


shouldbereplacedwiththermally‐insulatedmaterialthatpreventsconductionofheattocombustiblematerials.

OTHERFACILITIES(DOCKS,ETC.):CohoSilosStructural:Therearefourfiberglasssilosfilledwithwater;twoolder7’‐6”diameterby17’‐6”tallsilosandtwonewer8’‐0”diameterby15’‐6”tallsilos.Thesilosbearontreatedtimbersleepers,butarenotanchoreddown.Theoldersiloshaveeyeletsaroundtheperimeterthatcouldbeusedtoanchorthesilodown.Thenewersiloshaveabottomflangethatcouldbeusedtoanchorthesilodown.AseismicanalysisshouldbeperformedonthestructuresbyanprofessionalengineerlicensedintheStateofAlaska.

SmallVesselFloat:Structural:Thefloatisaccessedbya4’wideby30’longaluminumgangway.Thegangwaybearsonan8’wideby12’longlandingfloat,whichisconnectedtothe5’‐6”wideby30’‐6”longmainfloat.Thetimbermainfloatissupportedbyfoamandhasapproximately12”offreeboard.Thefrontofthemainfloatissecuredbya500poundconcreteanchor.Thebackofthelandingfloatisattachedtotworopesthatareattachedtorockanchorsnearthetopofthegangway.Thefloatsareinfaircondition,butareslightlywobbly.

MainDock:(1965),approximately90’x18’,treatedwoodpilingsand4”x12”x18”treateddeckplanks.Conditionfair.Severalpilingsandhalfofdeckboardsneedreplacement.Hydrauliccrane(1992)ondock,pinnedtoextendapproximately10’with2,960lbcapacity(2,500lbcapacityatmaximumextensionof15’).

Structural:Thecreosotetreatedtimberdockisapproximately16’longby105’widewithanadditional16’longby45’wideextensionontheback.Thedockisframedwith4x12decking,andissupportedby7”x16”stringers,12”x12”pilecaps,and12”diameterpiles.Thedeckingofthemaindockisfairlynew,butthedeckinginthebackextensionneedstobereplaced.Thebullrailwasalsorecentlyreplaced.Thestringersandpilecapsappeartobeingoodcondition.

Thepileswerebrieflyinspected,althoughthebasesofseveralofthepileswerenotaccessibleduetothetide.Acoupleofthepileshavesoftspotsnearthebase,andallfiveofthefenderpilesneedtobereplaced.Thetimberbackwallhascollapsedunderalargeportionofthedock.Steelsheetpileshavebeeninstalledtopreventfurthererosion.

AthoroughinspectionandanalysisofthedockshouldbeperformedbyaprofessionalengineerlicensedintheStateofAlaskaduringlowtide.

AreaLighting:“Barnyard”typefixtureswithmercuryvaporlampsareinstalledonsteelpipesinseverallocationsilluminatingsomeofthepathwaysbetweenbuildings.Thesefixturesareinpoorconditionandshouldbereplacedsoon.Thelightingshouldbeevaluatedandrepositionedtobetterilluminatethepathwaysforsafety.Theilluminationmaybelimitedtolowlevels,buttheuniformityneedstobegreatlyimproved.FixturesutilizingLEDsourcesshouldbeconsideredforthebestenergyeconomy.Controlsincreasingtheilluminationlevelsfromlowtobrightwhenmotionissensedmaybeincluded.Thereplacementofthearealightingshouldalsoincludereplacementofallofthecircuitsutilizingnewundergroundcables.


Shop Lighting

CommunicationsSystem:ThecommunicationssystemconsistsofaGCIsupportedsatellitesystemusinga1.2meterdishantennafortelephoneandinternet.Thetelephonesystemconsistsofanetworkofinstrumentslocatedinthebunkhouse,residences,andthemainhatcherybuildingwithintercomcapabilitybetweenlocations.ThesystemwasmanufacturedbyComdialwithcapacityfortwooutsidelines.Theinternetsystemhaslimitedbandwidth,limitingcapacityandspeed.Thesystemisinfaircondition.

Thereislimitednetworkinfrastructurewithinthebuildings,andfrombuildingtobuilding.ThisshouldbeupgradedwithanewnetworksystemincludingsmallrackswithpatchpanelsandswitchessupportingEthernethorizontalcircuits,andafiberopticsystemintegratingthebuildingsandrackstogetherasabackbonestructure.Thissystemcanfacilitatebothinternetandimprovedfacilitycommunications.

AlarmSystem:Thealarmsystemutilizesanaddressablefirealarmpanelwithsupportfor72addressabledevices.Theequipmentisrelativelymodernwithcontinuedsupportforcomponentsandservice.Thesystemprimarilymonitorsracewayandheadboxwaterlevelswithdiscretedevices.Thesedevicesintegratetothesystemthroughaddressablemodulesallowingseveraldevicestocommunicatetothecontrolpanelthroughasinglecable.Thedevicesaremountedinjunctionboxesneartothefloatswitchesandmiscellaneousdiscretedevices.Theboxesaretoosmallforthedevicesandretainmoistureaffectingtheirperformance.Thissystemwillperformwellforthenexttenyearsormorewithupgradesasnoted.

HATCHERY CONDITIONS SURVEYSBudget Estimate for Corrective WorkKitoi Hatchery

Element Item Quantity Unit Unit Cost Subtotal Total Total

3 22 12


GeneralBig Kitoi Dam

Perform inspection by qualified dam inspector 1 LS $20,000 $20,000

Big Kitoi Creek BridgeDemolish and Replace Bridge 240 SF $150 $36,000

Coho SilosPerform Lateral Analysis and Add Overturning

h $ $Anchors 1 LS $15,000 $15,000

Main DockReplace Decking at Extension 2500 BF $5 $12,500

Replace Fender Piles 5 EA $8,000 $40,000

Replace Rotten Piles 5 EA $8,000 $40,000

Replace Timber Backwall 3000 BF $5 $15,000

ElectricalSite Lighting 1 ls $40,000.00 $40,000Communications

New network including hatchery & residences 1 ls $75,000.00 $75,000New telephone system 1 ls $35,000.00 $35,000

Subtotal $328,500

Subtotal $328,500

Generator BuildingArchitectural

Replace existing buidlng with new, heated, insulated modular building . 1 ls $50,000 $50,000 heated, insulated modular building . 1 ls $50,000 $50,000

Subtotal $50,000ElectricalGenerators

New generator sets (excluding radiators) with ancillary equipment 3 ea $90,000.00 $270,000New exterior type radiators 2 ea $15,000.00 $30,000New heat exchangers and manifold 2 ea $15,000.00 $30,000New controls with paralleling 1 set $60,000.00 $60,000

DistributionDistributionNew Switchgear/MDP 1 ea $30,000.00 $30,000Reconfigure feeders to residences, hatchery, egg take building, etc. 1 ls $50,000.00 $50,000

Station PowerPanels 2 ea $3,000.00 $6,000Transformer 1 ea $3,000.00 $3,000Devices 1 ls $2,000.00 $2,000Circuits 1 ls $5,000.00 $5,000

LightingLightingFixtures, controls, and circuits 1 ls $5,000.00 $5,000

Remote monitoring & alarmRemote equipment & circuits 1 ls $20,000.00 $20,000

Subtotal $511,000

Subtotal $561,000


Main Hatchery BuidlingSite Improve drainage at north side of buidling 1 ls $4,000.00 $4,000Exterior Closure

Install metal furring, insulation and metal roof panels over existing roof. 6,000 sf $16.00 $96,000Repair fireproofing 1 ls $1,000.00 $1,000Install metal furring, insulation and metal wall panels over existing wall panels. 4,000 sf $16.00 $64,000p g p , $ $ ,Misc roof and wall flashing 1 ls $10,000.00 $10,000Modify wall mounted elect and plumbing as required to install new panels. 1 ls $30,000.00 $30,000Replace ext doors, frames and hardware 6 ea $1,200.00 $7,200Replace ex windows with thermal windows and trim. 15 ea 1000 $15,000Replace existing canopy at north side of building. 500 sf $150.00 $75,000

Interior $ $Install sloping concrete floors over ex 3,800 sf $10.00 $38,000

concrete slabs in wet areas.replace formalin storage room 1 ls $10,000.00 $10,000Provide curb under wall between wet and dry areas. 60 lf $20.00 $1,200Replace water damage drywall and framing and repaint at walls and ceilings 1 ls $30,000.00 $30,000Replace interior doors, frames and hardware. 10 ea $1,200.00 $12,000Replace office casework and furnishings 1 ls $6 000 00 $6 000Replace office casework and furnishings 1 ls $6,000.00 $6,000Reconfigure breakroom to include separate work room and break room with dish sink and handwash sinks. 1 ls $10,000.00 $10,000Replace laboratory casework, counters 1 ls $10,000.00 $10,000 and sinks.reconfigure toilet/laundry/janitorial area and replace all fixtures, furnishings and equipment. 1 ls $10,000.00 $10,000Paint exposed steel in hatchery area 1 ls $15 000 00 $15 000Paint exposed steel in hatchery area 1 ls $15,000.00 $15,000Provide galvanized stell stair to mezanine 1 ls $12,000.00 $12,000

Subtotal $456,400CivilHatchery Water Supply

Repair main pipelines and dam structure 1 ls $50,000.00 $50,000Upgrade site piping 1 ls $50,000.00 $50,000

Domestic Wastewater UpgradesReplace outfall 1 ls $20,000.00 $20,000Install secondary treatment system 1 ls $50,000.00 $50,000Install secondary treatment system 1 ls $50,000.00 $50,000Expand collection system 1 ls $10,000.00 $10,000

Fuel SystemInspect all fuel tanks 1 ls $10,000.00 $10,000Relocate main fuel oil and gasoline tanks 1 ls $50,000.00 $50,000

Subtotal $240,000Structural

Lateral Analysis and Improvements 1 LS $20,000 $20,000Add Mezzanine Floor Joists 2000 SF $10 $20,000

Demolish and Replace Covered Shelter 240 SF $60 $14,400Subtotal $54,400


ElectricalDistribution

Replace 480Y/277 volt MDP circuit breakers 1 ls $5,000.00 $5,000Replace 208Y/120 volt MDP 1 ea $10,000.00 $10,000Replace feeder to New Hatchery 1 ls $7,000.00 $7,000Upgrade the grounding system 1 ls $2,000.00 $2,000Replace Panels A & C 2 ea $5,000.00 $10,000Replace Panel B circuit breakers 1 ls $2,000.00 $2,000

Power Appliances and LightingCircuit upgrades 1 ls $45,000.00 $45,000Device replacement 1 ls $5,000.00 $5,000Replace lighting 1 ls $60,000.00 $60,000

CommunicationsNew telephone and computer circuits 1 ls $5,000.00 $5,000

AlarmsReplace sensor device boxes 1 ls $8,000.00 $8,000

S bt t l $159 000Subtotal $159,000

Subtotal $909,800

CoolerReplace existing walk in cooler with new, modular . 1 ls $20,000 $20,000

Subtotal $20,000

Subtotal $20,000

Incubation BuildingReplace existing pre-engineered incubation Replace existing pre engineered incubation building with new, pre-engineerd building,approx 40x42, reinstall existing equipment 1,680 ls $200 $336,000

Subtotal $336,000Electrical

Panel, devices & circuits 1 ls $35,000 $35,000Lighting 1 ls $15,000 $15,000Alarm 1 ls $30,000 $30,000

Subtotal $80,000

Subtotal $416 000Subtotal $416,000

Egg Take BuildingRe-seal existing windows 1 ls $500 $500Re-grade north side of building 1 ls $1,000 $1,000

Struct Code Analysis and Improvements 1 LS $30,000 $30,000Subtotal $31,500

Subtotal $31,500

H /W hHanger/WarehouseReplace exsting building with pre-engineered metal building 1,200 sf $200 $240,000

Subtotal $240,000

Subtotal $240,000

Residences (three identical buildings)Exterior

Replace deteriorated decks 3 ea $4,000 $12,000Replace metal roofing 4,000 sf $12 $48,000p g , $ $ ,Clean and repair existing metal siding 3 ea $2,000 $6,000Replace exterior doors 6 ea $1,200 $7,200Insulate floor joist space 3600 sf $6 $21,600replace crawl space drain 1 ls $2,000 $2,000

InteriorReplace kitchen equipment and casework 3 ea $15,000 $45,000

Subtotal $141,800


StructuralInstall Foundation Drains 225 LF $60 $13,500

Replace Rotten Timber Foundation Wall 250 SF $15 $3,750

studs and sheathing

Subtotal $17,250Electrical

Replace meters, main disconnects, & transformers 3 ea $7,000 $21,000transformers 3 ea $7,000 $21,000

Subtotal $21,000

Subtotal $180,050

DuplexRe-grade around building to prevent water from entering crawl space. 1 ls $4,000 $4,000Provide perimeter wall waterproofing 150 ls $20 $3,000Insulate floor joist space 1,100 sf $6 $6,600Install Foundation Drain 150 lf $60 $9,000

Subtotal $22,600Subtotal $22,600

Subtotal $22,600

Net Storage BuildingProvide guardrail at 2nd floor opening 1 ls $500.00 $500

Struct Code Analysis and Improvements 1 ls $30,000 $35,000Subtotal $35,500

Subtotal $35,500

Emergency Generator BuildingExterior Closure:Exterior Closure:

Replace exterior door and frame 1 ea $1,200.00 $1,200Lower grade around building and slopeto drain away from building. 1 ls $1,000.00 $1,000Repair siding and re-paint 1 ls $500.00 $500

Interior:Insulate wall cavities, install drywall 260 sf $8.00 $2,080for interior finish

Subtotal $4,780$ ,Subtotal $4,780

Storage BuildingDemolish existing wood framed storagebuilding with pre-engineered metal storage building 650 sf $200.00 $130,000

Subtotal $130,000

Subtotal $130,000

BarnBarnAdd second floor stair 1 ls 5000 $5,000Add insulation to second floor ceiling and walls. 650 sf $200.00 $130,000Add smoke and carbon monoxide sensor 1 ls $500.00 $500

Struct Code Analysis and Improvements 1 ls $65,000 $65,000Subtotal $200,500

Subtotal $200,500

Salt Water PumphouseSalt Water PumphouseDemolish existign pumphouse and reinstall pump system in new, modularpumphouse 1 ls $25,000.00 $25,000

Subtotal $25,000

Subtotal $25,000


General ConditionsMobilization/demobilization 1 ls $10,000 $10,000Freight 1 ls $15,000 $15,000

Supervision 6 mos $12,000 $72,000Clerical/Expediting/Admin 6 mos $2,000 $12,000Temporary Facilities (tenting, etc) 6 mos $5,000 $30,000Miscellaneous motorized equipment 6 mos $2,500 $15,000Miscellaneous motorized equipment 6 mos $2,500 $15,000Tools 6 mos $1,700 $10,200Consumables, fuel etc 6 mos $1,000 $6,000Disposal 6 mos $2,000 $12,000Home Office Expenses 6 mos $2,500 $15,000

Subtotal $197,200

Total Materials, Labor and General Conditions $3,302,430

Mark UpsContractors Overhead/Profit 10.00% $330,243Bonding 1 50% $49 536Bonding 1.50% $49,536Insurance 1.50% $49,536Remote Site Conditions 25.00% $825,608Estimating Contingency 10% $330,243

Subtotal $1,585,166

Total Construction Costs $4,887,596

Project Cost Design 10% $488,760Administration 20% $977,519

Subtotal $1,466,279

T t l P j t C t $6 353 875Total Project Cost $6,353,875

1100 West Ewing Street Seattle, WA 98119 December 26, 2012 The Honorable Sean Parnell Governor of Alaska P.O. Box 110001 Juneau, AK 99811-‐001 Dear Governor Parnell: I am writing you today to express my support for the funding of Deferred Maintenance and Upgrades for Kodiak Regional Aquaculture Association’s two hatcheries. The funding of the necessary maintenance and upgrades will assist the hatchery in creating a more stable annual production of Pink Salmon in addition to increasing production by 30%.

KRAA’s hatcheries are dedicated to increasing salmon production through producing salmon juveniles. The Kitoi Bay Hatchery is one of the oldest State-‐owned hatcheries operating in Alaska. The hatchery operates on a large scale with a great deal of responsibility in the community but its structures have surpassed their intended lifespan decreasing its intended ability. The Pillar Creek Hatchery has had a great deal of success as well but the hatchery is not able to live up to its full potential due to deferred equipment upgrades and maintenance. KRAA’s salmon enhancement projects at these hatcheries contribute approximately $17million to the state on an annual basis and with your support; this number can continue to grow.

Ocean Beauty Seafoods depends on organizations like KRAA. The hatcheries increased output allows Ocean Beauty to employ more community members at our six production facilities throughout Alaska. Currently, we employ about 200 people year round at our Kodiak facility and we would like to see this number grow. This goal can be accomplished through a higher and more stable annual production of salmon.

KRAA's contribution to the Kodiak area salmon harvest continues to expand. Annually, KRAA has provided an average of over $5 million increased value to Kodiak's commercial fleet and more than 7.5 million adult salmon to the Kodiak area. These contributions can increase with the required upgrades and positively impact Kodiak with increased jobs and much needed economic growth.

A large amount of construction and equipment upgrades are required at both the Kitoi Bay Hatchery and Pillar Creek Hatchery. KRAA is grateful for past assistance received from the State of Alaska, yet the funds have not met the needs of the aging hatcheries. Your support of this budget item will decrease the time it takes to see quantitative improvements of pink production at Kitoi as well as increased sockeye and coho salmon production at the Pillar Creek Hatchery. The opportunity to accelerate the production

of salmon will continue to keep Alaska seafood competitive and gaining new consumers around the world.

Ocean Beauty Seafoods supports Kodiak Regional Aquaculture Association’s request for $7.921million for Deferred Maintenance and Upgrade funding for the hatcheries. I hope you can lend your support for this request and help push Alaska’s fishing industry forward as Alaska’s vital economic engine.

Best Regards,

Mark Palmer

President – CEO Ocean Beauty Seafoods

Documents

Kodiak Regional Aquaculture Association - Kitoi Bay ...€¦ · Water Supply Piping at Dam, Big Kitoi Lake Site Piping, Degassing Tower Site Piping: Process water distribution piping