Kodiak Regional Aquaculture Association - Kitoi Bay ...€¦ · Water Supply Piping at Dam, Big...
Transcript of Kodiak Regional Aquaculture Association - Kitoi Bay ...€¦ · Water Supply Piping at Dam, Big...
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
FY 2012 $1.308 million
FY 2013 $1.55 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
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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.
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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:
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Thewatersupplyhasintermittentperiodsofhighturbidityandthefiltrationisusedatthehatcherytoremoveparticulates.In‐linepressurefiltersareusedthroughouttheincubationroomsandadrumfilterisusedfortheoutsideraceways.
ThereisalsoIHNVinthelakewaterandwaterforboththesockeyeandchumprogramsisdisinfectedwithUVsystems.
Theoperatorshaveexperiencedperiodsoflowlevelgassupersaturationwhicharetreatedwithascreendeckatthechumincubationheadboxandwithdegassingcolumnsatthesockeyeandcohoraceways.Thereisalsoagasstabilizationtoweratthelakethroughwhichthedeepwaterintakesarepiped.Thecohosilosoffersufficientdepthtoallowfishtoavoidsupersaturatedconditions.
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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.
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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.
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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.
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Power Plant Generator No. 2
Fuel Tanks
Exhaust Air Enclosure
Switchboard and Generator Controls
Waste Heat Recovery
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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.
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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)
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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.
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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.
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Generator Building Roof detail
Typical window
Plywood Exhaust Plenum
Aplywoodplenumwasconstructedthatdirectsradiatorexhaustheattoadjacentfueloiltanks.Thishelpsraisefueltemperaturesothatitdoesnotgelinthewinter.Thesystemshouldbeinvestigatedtoensurethatitdoesnotadverselyaffecttheflowofexhaustairfromthegenerators.Roofingandsidingcouldbereplacedalongwithdoors,windows,louvers,andotherexteriorenvelopeelementsifitisdecidedtoretaintheprimaryequipmentinsidethebuilding(generators,switchgears,etc.)However,ifitisdeterminedtoreplacetheprimarygenerationequipmenttheexistingbuildingcouldbereplacedwithanewgenerationbuildinginstalledonthesitewhiletheexistingplantremainsinoperation.Demolitionoftheexistingbuildingcouldtakeplaceafterthenewbuildingisbroughtonline.Itislikelysomesiteclearing,includingexcavationofadjacentuplandsslopewouldberequiredtoaccomplishalevelsiteonwhichtobuildanewgenerationbuilding.
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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
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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.
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Roof panel corrosion Exposed insulation
Siding:Metalsidingispastitsusefullife.Baseflashingshaveessentiallyrustedaway.Thepaintfinishisheavilychalkedanderoded.Flashingatwindowsanddoorsaredeteriorated.Newsidingisrecommended,eitherasanoverlayorasacompleteremove/replaceprocess.Sidingreplacementwillbecomplicatedbythelargeamountofelectricalconduitandprocesswaterpipingandequipmentattachedovertheyearstothesidesofthebuilding.Sidingreplacementshouldbecoordinatedwiththeplannedreconfigurationofprocesspiping.
Corroded base flashing. Deteriorated window frame.
Deteriorated siding.
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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.
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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
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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.
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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.
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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
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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.
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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.
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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.
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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.
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Damaged siding Deteriorated Exterior Door
Exteriordoorsaredeterioratedandshouldbereplaced.
Windowsappeartobesatisfactory.
Kitchencaseworkshouldbereplaced.
Crawlspacesinbuilding2arewetduetowaterfromtheadjacenthillside,whichisleakingthroughthepressuretreatedwoodfoundationwall.Theareaoutsidethebuildingshouldbere‐gradedtoredirectsurfacedrainage.Thecrawlspacedrainshouldbereplaced,andadditionalcrawlspaceventsinstalled.Itisalsosuggestedthatthefiberglassinsulationontheallweatherfoundationsberemoved.Floorjoistspaceshouldbeinsulatedandthetreatedfoundationrepairedasrequired.
Moisture in crawl space
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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.
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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.
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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.
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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.
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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
32 KitoiBayHatcheryInspection2011
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.
33 KitoiBayHatcheryInspection2011
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
Element Item Quantity Unit Unit Cost Subtotal Total Total
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
Element Item Quantity Unit Unit Cost Subtotal Total Total
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
Element Item Quantity Unit Unit Cost Subtotal Total Total
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
Element Item Quantity Unit Unit Cost Subtotal Total Total
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
Element Item Quantity Unit Unit Cost Subtotal Total Total
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