kodiak regional aquaculture association - pillar creek ... · request for an additional $1.328...

Total Project Snapshot Report2014 Legislature TPS Report 59595v1

$1,328,000

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 - Pillar CreekHatchery Upgrades

State Funding Requested: $1,328,000 House District: 35 / ROne-Time Need

Brief Project Description:Major deferred maintenance and upgrades to a state-owned salmon hatchery contractually operated byKodiak Regional Aquaculture Association

Funding Plan: Total Project Cost: $3,004,000 Funding Already Secured: ($1,676,000)FY2015 State Funding Request: ($1,328,000)Project Deficit: $0 Funding Details:

2011 (FY 12) $767,000

2012 (FY 13) $909,000

Detailed Project Description and Justification:Project will complete Deferred Maintenance and Capital Improvements of State of Alaska-owned Pillar Creek Hatchery, nearthe City of 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 ($3.004 million; higher replacement costs). FY11-13 funding ($1.671 million) is significantly short; hence, thisrequest for an additional $1.328 million for repairs/upgrades of the Pillar Creek Hatchery. Project funding will provide: - Planning, management, engineering and architectural plans, permitting, contracting, and site preparation. - Major repairs/upgrades of hatchery buildings, raceways and pens to increase salmon production, to fix structuraldeficiencies and power/heating systems, and increase energy efficiency and employee safety. - Replace failing piping and equipment and reconfigure/upgrade hatchery water systems for efficiency and increasedsupply. - Replace structurally deficient storage structures with a single, multi-purpose building for visitor services/educationalcenter, maintenance/mechanics shop, storage, administrative offices and housing. This achieves greater efficiency andbetter long-term cost control and sustainability.

Project Timeline:Construction seasons 2014 to 2016.

For use by Co-chair Staff Only:

Contact Name: Astrid RoseContact Number: 907-465-3271

11:56 AM 5/13/2014

Total Project Snapshot Report2014 Legislature TPS Report 59595v1

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

Grant Recipient Contact Information:Name: Tina FairbanksTitle: Acting 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:

Contact Name: Astrid RoseContact Number: 907-465-3271

11:56 AM 5/13/2014

PILLARCREEKHATCHERYINSPECTIONREPORTAlaskaDepartmentofFishandGame

March2012

2 PillarCreekHatcheryInspection2011

PILLARCREEKHATCHERYOperator:KodiakRegionalAquacultureAssociation(KRAA)Location:PillarCreekonKodiakroadsystem PermittedCapacitySockeye: 20millioneggsCoho: 500,000eggsChinook: 450,000eggsRainbowTrout: 92,000eggs

YearBuilt: 1990LandOwnership: KodiakIslandBoroughPNPPermit#: 41PermitIssueDate: 5/1/1998ContractExpiration: 6/30/2013

ReleaseSitesSockeye: SpiridonLake HiddenLake RuthLake CrescentLake JenniferLake WaterfallLakesCoho: 10KodiakroadsystemlakesChinook: MonashkaCreek OldsRiver AmericanRiverRainbow 18KodiakroadsystemlakesTrout:

PillarCreekHatcherywasbuiltin1990asacooperativeprojectbetweenADF&GandKRAA.Afterconstruction,thehatcherybuildingswereconveyedtothestate.Thehatcheryisoperatedasacentralincubationrearingfacilityandusedtoproducesockeye,coho,andChinooksalmonforreleaseatnumerouslocationsintheKodiakregion.Manyofthehatchery’sprogramsareoperatedcooperativelywithADF&GSportFishDivisiontoprovideenhancedsportfishingopportunitiesintheKodiakArea.AseparaterearingcomplexislocatedatMonashkaCreek,consistingoftworacewayswithinafencedarea.PillarCreekHatcheryproducesreturnsofabout200,000sockeyesalmon,1,600cohosalmon,and2000Chinooksalmoneachyear.


2011PILLARCREEKHATCHERYFACILITYDESCRIPTION/MAINTENANCENEEDS

Architectural:TheHatcheryfacilitiesarelocatedinarelativelyflatareabraidedbyseveralarmsofPillarCreek.Itisalsoupstreamofaculvertassemblyinstalledundertheadjacenthighway,whichbecomesanaturaldamwhenblockedwithdebrisduringheavyrainevents.Themostrecentfloodwastwoyearsagoandcausedsignificantdamagetothemainhatcherybuildingandtheoxygengenerationequipment.Thepropertyshouldbeevaluatedforpotentialfloodriskandmakerecommendationsforprotectivemeasuresestablished.Aproposaltomitigatetheeffectsofsuchanoccurrenceshouldthenbeundertaken.

Theexistingslopingdrivewayandparkingareadirectsrunoffwaterintothemainentryareasofthehatcherybuilding.Thisrequiresresourcestobeexpendedtopreventdamageandpotentialcontaminationofhatcheryoperations.Thedrivewaytothesiteandtheparkingareasshouldbere‐graded,andpermanentdrainagestructuresinstalledtoredirectsheetflow.

Aseptictankislocatedabout6feetfromthemainentrytothehatchery,partiallyunderthe6footoverhandonthenorthsideofthebuilding.Capacityofthetankisnotknown.LocationofthetankrelativetothebuildingshouldbeverifiedwithDEC.

WaterSupply(pipelines/wells/pumphouse):Single12inchHDPEgravityflowpipelinefromcityreservoirtothehatchery(reservoirintakevault/damstructuremodifiedin2008);Twowellheadsinindividualwellswithpipelinestothehatcheryheadbox.AtMonashkaCreekRearingComplextheracewaysarefedfromMonashkareservoirbyapipelinethatteesoffthecitysupplyline.

FuelStorage:One300gallonabove‐groundfueltank,nexttothehatcherybuilding,pipedtosupplytheToyostoveinthehatcheryoffice.

PowerDistributionSystemThepowerdistributionsystemconsistsofanaerialutilityservice,utilitymeter,mainfuseddisconnect,transferswitch,andthreebranchcircuitpanels.Thesystemissupportedthroughthetransferswitchwithastandbypowergenerator.Eachcomponentisdescribedasfollows:

Servicemastandaerialcables:Two2inchrigidsteelconduitswithfourno.3/0conductorseachprovidetheservicefromtheaerialcableabovetherooftothemeterequipmentmountedontheexteriorofthebuilding.Themasts,conductors,andaerialcableappeartobeingoodconditionandadequatelysizedfortheloads,althoughtheconduitsarecorroded.Theutilitymeteringequipmentconsistsofanenclosurewiththreecurrenttransformers(CT’s)insidewiredtoaseparateenclosurewithmetersocketandmeter.TheCT’sareconfiguredwitha100:5ratio,yieldingamultiplierof20.ThemeterindicatedapeakdemandinAugustof1.246,resultinginapeakloadof24.9KW.Thisequipmentisingoodconditionwithsomecorrosionontheconduits.ThecorrosionontheconduitsiscausedbythenearbyexhaustfromtheToyostoveinsidetheoffice.Thisexhaustshouldbefurtherdirectedawayfromthesideofthebuildingtoreducefurthercorrosion.


Asingle3inchrigidsteelconduitwith8no.3/0conductorsextendsfromthemeteringequipmenttoafuseddisconnect(itappearstoberatedfor400amperes)inaNEMA3Renclosure,alsomountedontheexteriorofthebuilding.Thisequipmentisalsoinmoderatelygoodconditionwithsomecorrosionontheload‐sideconduits.Anew400ampere,threepoletransferswitch(manufacturedbyONAN)allowingstandbysupportfromthegeneratorismountedonastandoutsidethebuilding,neartothemainentrance.Thepowerfromthemaindisconnectisfedtothisswitchwitha4inchflexible,outdoorrated,conduitwith8no.3/0conductors.Thistransferswitchisinverygoodcondition.Theservicegroundisbondedtothegroundedleg(neutral)ofthepowersystematthemainutilitydisconnect.Itappearstoprovideanearthgroundreferencetofacilitateanappropriatefaultpathforcircuitprotection.Additionally,withlimitedsurveillanceofthesystem,itappearsthatthebuildinganditscomponentsareproperlybondedtothesystem.The“emergency”sideofthetransferswitchisfedwithajacketed,metalclad(TypeMC)cablefromthegenerator.Thecableisprotectedwitha150ampereratedcircuitbreakerpositionedonthegenerator.Thecircuitappearstoberatedfor43KVA.Therealloadisanticipatedtobeaffectedbyapowerfactorofapproximately0.85,yieldingacapacityof36.7KW.Thisappearsadequateforthepresentloads.Thiscableisroutedacrosstheground,andappearstobeingoodcondition.Twocircuitsexitfromthetransferswitch;onetoPanelA,andtheothertoPanelBviaaseparatelyenclosedcircuitbreaker.ThecircuittoPanelAiscomprisedofconduitwithconductorsmountedontheexteriorofthebuilding,enteringthepanelfromtheback.ThefeedertoPanelBconsistsofaMCcableburiedtotheCompressor/OxygenBuilding.Thisfeederisingoodcondition,butitsservicelifeislimitedto15yearsduetotheinstallationconditions.Amorepermanentcableorconduitwithsingleconductorswillhavetobeinstalledinthefuture.PanelAislocatedinsidetheoffice.Itisratedat400amperes.Itisfullwithtwosparecircuitbreakers.Thispanelwasinstalledwiththeoriginalfacilityandisinfaircondition.Thecircuitbreakersshouldbereplacedinthenextfiveyearsandanadditionalpanelinstalledtoprovidemorecircuitcapacity.ThepanelsneedtobepositionedtoallowworkingspaceclearancesincompliancewiththeNationalElectricalCode(NEC).PanelBislocatedinsidetheCompressor/OxygenBuilding.Itisaloadcentertypeappliancewithaservicelifeofapproximately15years.Itiscurrentlyingoodconditionyieldingmostofitsservicelife.PanelCisfedfromPanelAwitha100amperecircuit.Itisfedwithundergroundconduitandconductors(2inchconduitwithfourno.2conductors).Itislocatedinthewarehouse.Thispanelisalsoaloadcenterwithaservicelifeofapproximately15years.But,itisingoodconditionallowingmostofitsliferemaining.


Service equipment and generator

Service meter and main disconnect

Panel A

Compressor/Oxygen Building Panel B and Well Pump Controls

StandbyGeneratorThegeneratorisarecentlyinstalledunitlocatedonapadoutsidethehatcherybuilding,neartotheserviceequipment.Itisself‐containedwithintegralcoolingradiator,fueltank,heater,lights,batterycharger,andweatherproofenclosure.Theunitappearstoberatedtoprovide60KW.Theunitisingoodconditionandwillyieldaservicelifeofapproximately20years.(Notethatthesameunitinsideabuildingwillyieldaserviceablelifeofnearly30years).

PowerAppliancesTheappliancesatthisfacilityprimarilyincludeoxygengenerators,pumps,heaters,portableequipment,andconveniencereceptacles.Followingisadescriptionoftheprimarycomponents:

Twowellpumps(7.5HP)arefedfromPanelBwith50amperecircuitbreakersandno.6conductorstothecontrols.Thecontrolsconsistofdoublepoleswitchesonthe“line”and“load”sideofthecontrolswithavariablefrequencydrive(VFD)andamotorstarterinbetween.ThemotorstarteroneachprovidesredundancytotheVFDintheeventofacomponentfailure.Thesecontrolsareafewyearsoldandareinmoderatelygoodcondition.Itappearsthattheyhaveapproximatelytenyearsofserviceliferemaining.Thecircuitsareingoodcondition.ThetwooxygengeneratorsarefedfromPanelBwithno.10conductorson50amperecircuitbreakers.Theno.10conductorsareratedfor30amperes,only.Theunitsareratedtodemanda21ampereload.Thus,thecircuitbreakersneedtobereplacedwith30ampereratedtype,ortheconductorsreplacedwithno.8AWGcopper.


Itappearsthatalloftheconveniencereceptacleslocatedinwet,damp,orexteriorareasare“groundfault”protected.Most,ifnotallofthereceptaclesarecommonresidential,orlightcommercialtypewithlimitedlifeexpectancy.Theyallappeartobeinfaircondition,andshouldbereplacedwithintwoyearswithamarinetypesuitableforamorecorrosiveenvironment.Thebranchandsmallfeedercircuitsincludeavarietyofconfigurations.Thereissomeelectricalmetallictubing(EMT),galvanizedrigidsteel,polyvinylchloride(PVC),andjacketedflexibleconduitwithsingleconductors.Withtheexceptionoftheconduitsintheserviceequipmentarea(exposedtocorrosivefumes),therigidsteelconduitisingoodcondition.TheEMTisinmoderatelygoodconditionwhereitislocatedindryareas.Insomelocations,itneedsadditionalsupports.ThePVCisusedmostlyinthewetandexteriorconditions.Whereontheexteriorandabovegrade,ithasdeterioratedandisinfairtopoorconditionduetosolarexposureandfreezing.Theflexibleconduitappearstobeusedprimarilytoconnectequipment,althoughsomeisutilizedforwhatappearstobetemporarybranchcircuits.Theseareinfaircondition.ThecircuitsusingPVCconduitwillneedreplacementinapproximatelytwoyears.Theremainingconduitsneedmaintenancetoensureadequatesupport.ThechemicalstoragebuildingiscircuitedwithrigidsteelconduitanddevicesincompliancewiththeNECrequirementsforhazardousareas.Thesystemwithinthisbuildingisingoodcondition.

LightingTheilluminationofmuchoftheinteriorspacesofthebuildingsisaccomplishedusingprimarilyfixtureswithfluorescentlamps.Theexteriorilluminationisaccomplishedwithincandescentfloodlightswithmotionsensors.

Exterior:Wallmountedincandescentfloodswithmotion/daylightsensors.Theseluminairesarerelativelynewandingoodcondition.Aslampsfail,theymaybereplacedwithLEDtypeforimprovedenergyconsumptionandillumination.

BUILDINGS:MainHatcheryBuilding:Single‐story40’x48’Wedgcorprefabricatedsteelstructurewithsteelroofingandfiberglassbatinsulation,built1990.Thefoundationisaconcreteslabongradewiththickenedperimeterandfoundationpadsundercolumns.Thehatcherybuildingcontains4incubationrooms,anofficeandrestroom.InteriorspacesarefinishedwithFRPwallpanelsorsheetrock.AsmallToyostoveprovidesheattotheoffice.

Roofing:Existingmetalroofingappearstobe24gage,exposedfastenerpanelsinstalledoverconventional8or10inchroofpurlins.Fiberglassinsulationisinstalledintheconventionalmetalbuildingmethoddrapedoverthepurlins.TheoriginaldrawingsnotetheinsulationasR‐30butwecouldnotconfirmthatthickness.Theroofingleaksandhascausedwaterdamageinsidethe


building.Theconventionalmetalbuildingtechniquesusedintheoriginalconstructiondonotappearsufficienttopreventcondensationfromoccurringinthecoolwethatcheryenvironment,causingfurtherdamage.Theexistingexposedrooffastenerswereeachtouchedupwithsealantintherecentpast,butthatisamerelystopgapmeasure.Thefinishispastitsusefullife.Themetalcouldbepaintedtogainafewyearsofadditionalusefulness,butreplacementmuststillbescheduled.Itisrecommendedthatreplacementroofingbeinstalledinathermalbreakconfigurationtoreducethepotentialforcondensationwithinthebuildinginterior.

Metal roof deck. Sealant at metal fasteners.

MetalSiding:metalsidingisexposedfastener,26gagesidinginstalledtoconventionalhorizontalmetalbuildingsidinggirts.Verticalmetalstudsareinstalledontheinsidefaceofthesidingto8’highasbackingforinteriorfinishes,withfiberglassinsulation(approximatelyR19)inthestudspace.Abovethe8foothighleveltheconventionalmetalbuildinginsulationandwhitevaporbarrierisexposed.Themetalsidingisinfaircondition.Thedripflashatthebaseofthewallsiscompletelydeterioratedawayinspots.Metalsidingedgesandfastenersarecorroding.Thesidingshouldnotbeassumedtohaveausefullifebeyondanadditional5years.Itshouldbebudgetedforreplacement,whichcouldbedoneinassociationwithroofanddoorreplacement.Newsidingshouldbeinstalledinathermalbreakconfigurationtoreducepotentialforcondensation.

Above: Deteriorated sill flashing Right: Deteriorated wall panels.


Doors:Doorsarepaintedsteel,insulated,inmetalandwoodjambs.Doorsarerustingout,hardwareiswornout,andframesarebeginningtorustbadly.Doorsframesandhardwareshouldbereplaced.

Door Door frame

Interior:

General:Largeamountsofprocesswaterareusedofnecessityinhatcheryoperations.Theconventionalmetalbuildingconfigurationcreatesapotentialforcondensationinthebuilding.Corrosionandwaterdamagehasoccurredtoanumberofinteriorbuildingsystems.Thesesystemsshouldberepairedwithmaterialsappropriateforthewetenvironment.Oncestepsaretakentopreventcondensationtheincidenceofsuchdamageshouldbegreatlyreduced.

StructuralSteel:structuralsteel,includingtheredironrigidframes,wallgirtsandroofpurlinsarecorrodedduetocondensation.Rustshouldbetreatedandthestructuralsteelpaintedtocontaincorrosion.

Typical interior wall to roof connection.


Ceilings:Mostoftheceilingsareconventionalsuspendedgridceilings.Gridmembers,clips,lightfixtures,andhangerwiresexhibitheavycorrosioninmanylocations.Theoriginalpanels,wheretheyexist,areoftensaturatedwithwater.Theceilingsuspensionsystemdoesnotmeetcurrentseismicrequirements.Theyshouldberemovedwithconsiderationgiventoeliminatingthementirely,resultinginhighbayspaceswhichincreaseairmovementandreducecondensation.Ifsuspendedceilingsarereplacedtheyshouldbespecificallydesignedforwetenvironmentsandbeseismicallybraced.

Water damaged ceiling tiles.

Walls:Interiorwallsconsistoffiberglassreinforcedpanels(FRP)gluedtoconventionalgypsumdrywallovermetalstuds.Thewallsappeartobesaturatedwithwaterinplacesortohavebeensaturatedinthepast.Nomoldwasobservedbutitmayexistinconcealedlocations.ConsiderationshouldbegiventoreplacinginteriorpartitionswithfullheightwallsmadeofmoldresistantdrywallwithFRPadheredasafinishinstalledovergalvanizedmetalstuds.Asanoption,afactorylaminatedFRPpanelcouldbeselected.Allwallsshouldbeinstalledoverconcretecurbs.

Interior walls


Doors:Interiordoorsaredeterioratedduetomoisture,ageandheavyuse,andshouldbereplaced.

FloorFinishes:Concretefloorshavebeenheavilyusedwithevidenceofvarioustoppingsandfinishesusedbystaffinanefforttomaintainacleanablesurface.Mostofthesematerialsappeartohavefailed.Itissuggestedthatanewconcretetoppingbeinstalledovertheexistingstructuralslab,slopedasrequired,withprovisionsbuiltinforbootwashingtroughsforsterilizingfoottrafficfromoneareatoanother.Thetoppingcouldbepaintedwithanepoxyfinishoraclearsealertomaintainasmooth,non‐porousfinish.

Restroom:Restroomfinishesandfixturesarepasttheirusefullifeandshouldbereplacedwithfinishesrequiringminimalmaintenance.

Office:Theofficefinishesandequipmentarepasttheirusefullifeandshouldbereplaced.Inaddition,staffmustwalkthroughtheofficeareainordertoaccessincubatormodule4sofinishesandconditionsintheofficemustmatchthesamelevelofmoistureresistanceastheincubatorarea.

Structural:Thestructureisapre‐engineeredsteelbuilding.Theoriginalroofhadseveralleaksinthepast,buttheleakshavebeensealed.Theroofpurlinshavecorrodedslightly,butitappearstojustbesurfacecorrosionandnotasignificantstructuralconcern.

Thelateralloadresistingsysteminthetransversedirectionconsistsoftworigidframes.Thelateralloadresistingsysteminthelongitudinaldirectionconsistsofonesetofrodcrossbracingbetweentheframecolumnsinoneofthelongitudinalwalls,andonesetofrodcrossbracingbetweentheintermediatecolumnsinoneofthelongitudinalwalls.Thewallrodbracingbetweenintermediatecolumnsisnotatypicalarrangement.Thebracesmayhavebeenmovedafterinitialconstructiontoaccommodatenewdooropenings.AlateralloadanalysisshouldbeperformedonthestructurebyaprofessionalengineerlicensedintheStateofAlaska.Theoriginalstructuraldrawings,ifavailablewouldbeusefulforanalysis.

Thereisafreestandingelevatedwatertankonthesideofthestructure.Thetankislaterallysupportedbybracesbetweenthelegsofthetank,whichappearsadequate.

Lighting:HatcheryOffice:2ftx4fttrofferswithfourT12lamps,manuallyswitched.Theseluminairesareinpoorcondition.TheseshouldbereplacedwithsimilartroffersusingT5orT8lamps.Thecontrolscanbereplacedwithwallswitchtypeoccupancysensorstoconserveenergyconsumption.Hatchery:SuspendedlinearfluorescentwithT12lampsandwraparoundacryliclenses,andsomeincandescent.Theseluminairesarealsoinpoorcondition.TheseshouldbereplacedwithnewstripsutilizingT5orT8lamps,orwithpendanttypewithLEDs.Thecontrolsforthesefixturesshouldalsobereplacedwithnewwallswitches.


Lighting in corridor

Oxygenbuilding:Singlestory12’x16’woodstructurewithwoodsiding,metalroofing,sheetrockwallcoveringsanddiamondplatealuminumflooring,built1993.Foundationiswoodatopasteelbeamsled.

Codeandotherconcernswiththeoxygenbuildingappeartohavebeenresolved.However,theoxygenproducingequipmentwasdamagedina2009flood,requiresconstantmaintenanceandshouldbereplaced.

Structural:Thestructuralframingwascoveredbysheetrock,siding,androofingandcouldnotbevisuallyinspected,butthestructuredidnotshowanysignsofdeteriorationorinstability.Holddownswererecentlyaddedtoeachcornerofthestructuretopreventthestructurefromoverturninginaseverewindorseismicevent.

ChemicalStorageBuilding:Singlestory8’x14’woodstructurewithwoodsiding,metalroofing,sheetrockwallcoverings,builtin1993.Foundationistreatedwoodongravel.

CodeandotherconcernswiththeFormalinbuildingappeartohavebeenresolved.

Structural:Thestructuralframingwascoveredbysheetrockandcouldnotbevisuallyinspected,butstructuredidnotshowsignsofdeteriorationorinstability.Holddownswererecentlyaddedtoeachcornerofthestructuretopreventthestructurefromoverturninginaseverewindorseismicevent.

WorkShopandMaintenanceBuildings:Singlestorystructure,approximately24’x56’comprisedofthreemetalcontainervansarrangedinaUshapeenclosedwithawoodframeandsidingfrontwallandmetalroofing.Foundationiscontainers,woodongravel,120vfeedsfromhatcherybuilding,noheat.

Astoragestructureislocatedacrossthedrivewayfromthehatchery.Itconsistsof3steelshippingcontainersarrangedina“U”shape,withawoodframedroofstructureenclosingthemiddleofthe‘U”.Theroofstructureisunconventionalinnature,andlikelydoesnotmeetstructuralandseismiccoderequirements.Itprovidesstorageforequipmentandsuppliescriticaltothefunctionofthehatcherysuchasfishcampequipment,fishfoodetc.Theexistingstoragestructurewasatemporary


solutionandwillnotserveasalongtermstoragesolutionforthehatcheryprogram.Itshouldbereplacedwithamoreconventionalcodecompliantstructuresothattheinteriorenvironmentcanbemaintainedatalevelthatwillconservestoredmaterial.

Structural:Thestructureconsistsofthreecontainersandatimber‐framedroofstructurebetweenthem.Theroofstructureisofquestionableconstructionanddoesn’tappeartobeengineered.Theroofjoistsdonotappeartobeadequatetosupporttherequiredsnowloadforthelocation.Theroofjoistsaresplicedinmanylocations,includingnearmidspan,withtrussplateconnectors.TheroofframingshouldbeanalyzedfurtherbyaprofessionalengineerlicensedintheStateofAlaskatoensuretheframingcansupporttherequiredsnowload.

Thehillsidebehindthestructureissloughingofftowardsthestructure,andmayrequirearetainingwalltobeconstructed.

Lighting:SurfacemountedindustrialstripswithreflectorsandT12lampsinthecontainersandsurfacemountedlineartypewithwraparoundlensesandT12lampsinthemainarea.Theseluminairesareinpoorcondition.ReplacewithsimilarfixturesusingT5orT8lamps.Positionthefixturestoprimarilyilluminateworkareaswiththespilllightilluminatingthestorageandpassageareas.Provideoccupancysensortypecontrolformostoftheluminaireswithsomecontrolledbyamanualwallswitch.Provideemergencybatterypackswithselectfixtures.

Light fixtures

CommunicationSystem:Localcompanytelephonesystemwithdial‐upinternetconnections(verypoor).Limitedcellphoneconnectivity.Automatedalarm/pagersystem(fair/poorcondition).

Communicationsisaccomplishedwithacell/broadbandmodemconnectedtoprovidelimitedinternetservice.Thesystemisslowwithlittlecapacity.Landlineserviceisprovidedinthislocationfortelephone,butdoesnotincludethecapabilityforinternetservice.Thenetworkinsidetheofficeisfacilitatedwithawirelessrouter.

Giventhenatureofthetopographyatthissite,accesstosatelliteinternetcommunicationsmightbedifficult,butitshouldbefurtherexplored.Otherwise,whenthedemandforbettercommunicationsbecomesdesirable,moreinvestigationshouldbemadetowardupgradingthecell/broadbandsystemwithdifferentlypositionedantennasandmorerobustequipment.


Cellular Signal reader

Cellular antenna

Alarms

Thealarmsystemconsistsofaconventional,zonedtypefirealarmpanelmonitoringnumerousdiscretecontactclosuresforalarmconditions.PrimarilysmallfloatswitchesarepositionedtoindicateHiorLowaterconditionsintheactiveraceways.Eachswitchisconnectedasanidentifiablezone.Thereappeartobe32zonesinuseatthistimewithageneralalarmsignaledtothestaffviapagers,usingthecommunicationsystem.

Thealarmpanelappearstohavebeeninstalledwiththeoriginalfacilityandhasexceededitsservicelife.Consideringtheimportanceofthealarms,itisappropriatetoconsiderasystemreplacementinthenearfuture.Anaddressablesystemusingdiscretedevicesshouldbeconsidered.Suchasystemmaybesingleloopsofcircuitstoaddressmoduleslocatednearthedevices,orindividualcircuitsfromthepaneltoeachdeviceascurrentlyconfigured.

Alarm panel

Raceway level switches

HATCHERY CONDITIONS SURVEYSBudget Estimate for Corrective WorkPillar Creek Hatchery

Element Item Quantity Unit Unit Cost Subtotal Total Total

3 22 12


GeneralImprove driveway with new gravel pavingand reconfigure drainage to slope tocatchment structures to prevent runoff into fish rearing areas 1 ls $50,000.00 $50,000

Subtotal $50,000Subtotal $50,000

Main Hatchery Buidlingy gExterior Closure:Siding:

install air infiltration barrier, metal furring, vertical metal siding and flashing. 2,000 sf $16.00 $32,000

RoofingInstall metal roof panels, furring and 1.5" insul over existing metal roof and replace all flashing and roof trim 2,000 sf $15.00 $30,000

Exterior doors:R l d f d h d t 4 $1 200 00 $4 800Replace doors, frames and hardware at 4 ea $1,200.00 $4,800

WindowsReplace existing windows with high performance thermal windows. 1 ea $1,000.00 $1,000

Interior General Interior Improvements

Replace acoustic suspended ceilings 2,000 sf $5.00 $10,000replace doors, frames and hardware 4 ea $1,200.00 $4,800Remove wall finishes, replacewith moisture resistiant painted drywall 5 400 sf $10 00 $54 000 with moisture resistiant painted drywall, 5,400 sf $10.00 $54,000 and FRP panelsSealed concete topping slab 2,000 sf $10.00 $20,000

Toilet RoomsReplace toilet room fixtures, equipment and finishes 1 ls $10,000.00 $10,000

Subtotal $166,600Structural

Lateral Analysis and Improvements 1 LS $10,000 $10,000Subtotal $10,000Subtota $ 0,000

ElectricalPower Distribution

Replace panel A 1 ea $8,000.00 $8,000Circuits

Upgrade circuits to Oxygen generators 2 ea $500.00 $1,000Replace PVC conduits 1 ls $7,000.00 $7,000

DevicesReplace exterior receptacles 1 ls $3,000.00 $3,000

LightingReplace Hatchery, Office, & Warehouse fixtures 1 ls $12,000.00 $12,000

CommunicationsUpgrade cell/broadband service 1 ls $25,000.00 $25,000

AlarmsReplace alarm panel 1 ls $15,000.00 $15,000



Oxygen BuildingReplace Existing Buidling and Equipment

New Building 500 sf $200.00 $100,000New Oxygen Generating Equipment 1 ls $30,000.00 $30,000


Workshop and Maintenance BuildingStructural

Reinforce Roof Joists 700 SF $10 $7,000Reinforce Roof Joists 700 SF $10 $7,000

Construct Retaining Wall 1 LS $10,000 $10,000


General ConditionsMobilization/demobilization 1 ls $5,000 $5,000Freight 1 ls $10,000 $10,000Supervision 2 mos $12,000 $24,000Clerical/Expediting/Admin 2 mos $2,000 $4,000Temporary Facilities (tenting etc) 2 mos $5 000 $10 000Temporary Facilities (tenting, etc) 2 mos $5,000 $10,000Miscellaneous motorized equipment 2 mos $2,500 $5,000Tools 2 mos $1,700 $3,400Consumables, fuel etc 2 mos $1,000 $2,000Disposal 2 mos $2,000 $4,000Home Office Expenses 2 mos $2,500 $5,000

Subtotal $72,400Total Materials, Labor and General Conditions $517,000

Mark UpsContractors Overhead/Profit 10 00% $51 700Contractors Overhead/Profit 10.00% $51,700Bonding 1.50% $7,755Remote Site Conditions 10.00% $138,500Insurance 1.50% $7,755Estimating Contingency 10% $51,700

Subtotal $257,410Total Construction Costs $774,410

Project CostDesign 10% $77,441Administration 20% $154 882Administration 20% $154,882

Subtotal $232,323Total Project Cost $1,006,733

kodiak regional aquaculture association - pillar creek ... · request for an additional $1.328...

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