M12AC00016 Submerged Paleolandscapes DelivF Field Report FINAL reports/BOEM_2018-056.pdf ·...

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Transcript of M12AC00016 Submerged Paleolandscapes DelivF Field Report FINAL reports/BOEM_2018-056.pdf ·...

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DISCLAIMER 

StudycollaborationandfundingwereprovidedbytheUSDepartmentoftheInterior,BureauofOceanEnergyManagement,EnvironmentalStudiesProgram,Washington,DC,underAgreementNumberM12AC00016betweenBOEMandtheUniversityofRhodeIsland.ThisreporthasbeentechnicallyreviewedbyBOEMandithasbeenapprovedforpublication.TheviewsandconclusionscontainedinthisdocumentarethoseoftheauthorsandshouldnotbeinterpretedasrepresentingtheopinionsorpoliciesoftheUSGovernment,nordoesmentionoftradenamesorcommercialproductsconstituteendorsementorrecommendationforuse.

REPORT AVAILABILITY 

TodownloadaPDFfileofthisreport,gototheUSDepartmentoftheInterior,BureauofOceanEnergyManagementDataandInformationSystemswebpage(http://www.boem.gov/Environmental‐Studies‐EnvData/),clickonthelinkfortheEnvironmentalStudiesProgramInformationSystem(ESPIS),andsearchon2018‐056.ThereportisalsoavailableattheNationalTechnicalReportsLibraryathttps://ntrl.ntis.gov/NTRL/.

CITATION 

CaccioppoliB,RobinsonD,KingJ,andGibsonC.2017.DevelopingprotocolsforreconstructingsubmergedpaleoculturallandscapesandidentifyingancientNativeAmericanarchaeologicalsitesinsubmergedenvironments:fieldreport2013–2016.Sterling(VA):U.S.DepartmentoftheInterior,BureauofOceanEnergyManagement,OfficeofRenewableEnergyPrograms.OCSStudyBOEM2018‐056.61p.

ABOUT THE COVER 

Coverphotographs(Leftimage:JohnKingandBrianCaccioppolicoringonGortonPond,Warwick,RhodeIsland,photographbyCaseyHearn;Rightimage:ChaliMachadoexaminingsubmergedwoodoffWestBeach,BlockIsland,RhodeIsland,photographbyDavidRobinson).

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ACKNOWLEDGEMENTS 

Thefieldworkforthisprojectrequiredalargeinterdisciplinary,multi‐culturalteamwithawiderangeofknowledgeandtechnicalskills.Thefollowingorganizationsandindividualsparticipatedinthefieldwork:

AECom(FormerlyURSCorporation):Jean(J.B.)Pelletier

AroostookBandofMicmacs:RickandTammyGetchell

BureauofOceanEnergyManagement:BrandiCarrier;MelanieDamour;WilliamHoffman;DouglasJones;andBrianJordan

CoastalMappingLaboratory,GraduateSchoolofOceanography,UniversityofRhodeIslandstaff,students,associates,andvolunteers:MoniqueLaFrance‐Bartley;DanielleCares;MichaelDalton;SeanDavis;SierraDavis;JorgenDencker;CarolGibson;CaseyHearn;CliffordHeil;MitchellKennedy;JohnKing;TaylorLosure;ChaliMachado;NormanMachado;CameronMorissette;BryanOakley;RobertPockalny;NeilRedmond;DavidRobinson;MichaelRobinson;NoahRobinson;andSeanScannell

CREnvironmental,Inc.:ChristopherWright

InnerSpaceCenter,GraduateSchoolofOceanography,UniversityofRhodeIslandstaff:AlexDeCiccio;DwightColeman;GailSnowcroft;andAndreaGringas

Mashantucket‐PequotTribalHistoricPreservationOffice:NakaiClearwaterNorthup

MoheganTribalHistoricPreservationOffice:ElaineThomas

NarragansettIndianTribalHistoricPreservationOffice:JohnBrown,IV;MaxBrown‐Garcia;DougHarris;MuckquashimHopkins;ChaliMachado;NormanMachado;andKiowaSpears

NipmucNation:CherylStedtler

ShinnecockIndianNation:ArrowJohnsonandRoddySmith

2015and2016captainsandcrewsoftheUniversityofRhodeIsland’sR/VEndeavor

Specialthankstotheindividualswhoprovidedassistanceandlogisticalsupportduringprojectfieldwork:AlbertaandMichaelBaccari;VincentCarlone(BlockIslandPoliceDepartment);BarbaraandRaymondChace(PonaugMarina);JohnandRobinCooney;AndrewGallonio;MaryellenHall;AnyaHansen(URI);JosephHoulihan(BlockIslandFerry);ThomasJacques;JosephMangiafico(URI);KevinMcBride(UConn);CliffordPayne(Payne’sDock);DavidandLeannPickering;andChristopherandGretchenWillis.

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Contents 

1 Introduction .............................................................................................................................. 1

2 2013 .......................................................................................................................................... 2

2.1 Greenwich Bay – Cedar Tree Beach: Gradiometric Survey ................................................ 4

2.1.1 Justification and Goals .................................................................................................. 4

2.1.2 Field Operations and Data Quality ............................................................................... 5

2.1.3 Assessment of Field Operations and Data Acquisition Procedures ............................. 7

2.2 Greenwich Bay – Cedar Tree Beach: Visual Sediment Probing .......................................... 7

2.2.1 Justification and Goals .................................................................................................. 7

2.2.2 Field Operations and Data Quality ............................................................................... 8

2.2.3 Assessment of Field Operations and Data Acquisition Procedures ........................... 10

2.3 Gorton Pond: Sediment Coring ......................................................................................... 11

2.3.1 Justification and Goals ................................................................................................ 11

2.3.2 Field Operations and Data Quality ............................................................................. 12

2.3.3 Assessment of Field Operations and Achievement of Objectives .............................. 14

2.4 Greenwich Bay – Cedar Tree Beach: Underwater Archaeological Investigations ............ 15

2.4.1 Excavation of Underwater Dredge Test Unit S2, June 2014 ....................................... 15

2.4.2 Completion of the Excavation of Underwater Dredge Test Unit S2, July 2014 .......... 17

2.4.3 Underwater Excavation of B17 DTU, October 2014 ................................................... 19

2.5 Greenwich Bay: Vibracoring Offshore of Cedar Tree Beach ............................................. 20

2.5.1 Vibracore Equipment Testing ..................................................................................... 20

2.5.2 Additional Vibracoring in the Cedar Tree Beach Area ................................................ 22

3 2015 ........................................................................................................................................ 25

3.1 Gorton Pond: Coring ......................................................................................................... 25

3.1.1 Justification and Goals ................................................................................................ 25

3.1.2 Field Operations and Data Quality ............................................................................. 25

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3.1.3 Assessment of Field Operations and Data Acquisition Procedures ........................... 28

3.2 Greenwich Bay – Cedar Tree Beach: Vibracoring ............................................................. 28

3.2.1 Justification and Goals ................................................................................................ 28

3.2.2 Field Operations and Data Quality ............................................................................. 28

3.2.3 Assessment of Field Operations and Data Acquisition Procedures ........................... 31

3.3 Block Island: Reconnaissance Excursions (May, June) ...................................................... 31

3.3.1 Justification and Goals ................................................................................................ 31

3.3.2 Project Personnel (Table 25) ....................................................................................... 31

3.3.3 Field Operations and Data Quality ............................................................................. 31

3.3.4 Assessment of Field Operations and Data Acquisition Procedures ........................... 33

3.4 Block Island – Wash Pond: Coring .................................................................................... 34

3.4.1 Justification and Goals ................................................................................................ 34

3.4.2 Field Operations and Data Quality ............................................................................. 35

3.4.3 Assessment of Field Operations and Data Acquisition Procedures ........................... 37

3.5 Block Island – West Beach: Geoarchaeological Investigation .......................................... 37

3.5.1 Justification and Goals ................................................................................................ 37

3.5.2 Field Operations and Data Quality ............................................................................. 37

3.5.3 Assessment of Field Operations and Data Acquisition Procedures ........................... 38

3.6 Greenwich Bay: Geophysical Investigation ....................................................................... 39

3.6.1 Justification and Goals ................................................................................................ 39

3.6.2 Field Operations and Data Quality ............................................................................. 39

3.6.3 Assessment of Field Operations and Data Acquisition Procedures ........................... 40

3.7 Mud Hole: EN565 Vibracores (August) ............................................................................. 41

3.7.1 Justification and Goals ................................................................................................ 41

3.7.2 Survey Procedures and Data Quality .......................................................................... 41

3.7.3 Assessment of Field Operations and Data Acquisition Procedures ........................... 42

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4 2016 ........................................................................................................................................ 44

4.1 Block Island – West Beach: Archaeological Investigation ................................................ 44

4.1.1 Justification and Goals ................................................................................................ 44

4.1.2 Survey Procedures and Data Quality .......................................................................... 44

4.1.3 Assessment of Field Operations and Data Acquisition Procedures ........................... 45

4.2 EN580—Capacity‐Building Cruise ..................................................................................... 45

4.2.1 Justification and Goals ................................................................................................ 45

4.2.2 Survey Procedures and Data Quality .......................................................................... 46

4.2.3 Use of Telepresence Technology ................................................................................ 48

4.2.4 Assessment of Field Operations, Data Acquisition Procedures, and Telepresence Technology .............................................................................................................................. 49

4.2.5 Assessment of Participant Experience ........................................................................ 49

4.3 Block Island – West Beach: Coring and Geophysical Surveys ........................................... 50

4.3.1 Justification and Goals ................................................................................................ 50

4.3.2 Survey Procedures and Data Quality .......................................................................... 50

4.3.3 Assessment of Field Operations and Data Acquisition Procedures ........................... 53

4.4 Block Island – Great Salt Pond: Coring and Geophysical Survey ...................................... 53

4.4.1 Justification and Goals ................................................................................................ 53

4.4.2 Survey Procedures and Data Quality .......................................................................... 53

4.4.3 Assessment of Field Operations and Data Acquisition Procedures ........................... 56

5 Field Methodology Summary and Recommendations ........................................................... 57

5.1 Geological and Geophysical Data Acquisition .................................................................. 57

5.1.1 Sediment Coring ......................................................................................................... 57

5.1.2 Seismic Reflection (Sub‐bottom) Profiling .................................................................. 58

5.1.3 Side‐Scan Sonar and Swath Bathymetry ..................................................................... 58

5.2 Archaeological Data Acquisition ....................................................................................... 59

5.3 Real‐Time Geospatial Mapping Support ........................................................................... 60

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6 References .............................................................................................................................. 61

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List of Figures 

Figure 1. Project study area locations ............................................................................................ 2

Figure 2. Gorton Pond and Cedar Tree Point/Beach, in the Greenwich Bay area ......................... 3

Figure 3. Area covered by gradiometric survey at Greenwich Bay’s Cedar Tree Beach, Warwick, Rhode Island (water level shown at high tide) ............................................................................... 6

Figure 4. Systematic visual sediment probing .............................................................................. 10

Figure 5. Location of sediment cores (GP13BC1 and GP13LC2) obtained in Gorton Pond, Warwick, Rhode Island ................................................................................................................. 12

Figure 6. Location of sediment cores obtained near Cedar Tree Beach, Warwick, Rhode Island in June (CTB VC‐14) and December (CTB VC‐17, Apponaug Cove B1 2014) .................................... 22

Figure 7. Location of sediment cores (GP 15‐1, GP 15‐2, and GP 15‐3) obtained in Gorton Pond, Warwick, Rhode Island ................................................................................................................. 26

Figure 8. Location of cores obtained at Cedar Tree Beach and nearby Apponaug Cove ............. 30

Figure 9. Locations of geoarchaeological investigations at West Beach, Block Island. ................ 32

Figure 10. Location of sediment cores obtained at Wash Pond, Block Island, Rhode Island ....... 35

Figure 11. Location of sub‐bottom sonar survey tracklines (orange lines) in Greenwich Bay, Rhode Island.................................................................................................................................. 40

Figure 12. Location of vibracores (yellow dots) obtained at "The Mud Hole" on the Rhode Island continental shelf ........................................................................................................................... 43

Figure 13. Location of sub‐bottom sonar survey trackline (white line) and vibracores (yellow dots) south of Narragansett Bay, Rhode Island ............................................................................ 48

Figure 14. Location of sub‐bottom sonar survey tracklines (white lines) in the West Beach area of Block Island, Rhode Island. ....................................................................................................... 52

Figure 15. Location of sub‐bottom sonar survey tracklines (white lines) and sediment cores in Great Salt Pond, Block Island, Rhode Island ................................................................................. 55

 

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List of Tables 

Table 1. Project personnel for Greenwich Bay – Cedar Tree Beach gradiometric survey ............. 5

Table 2. Project personnel for Greenwich Bay – Cedar Tree Beach visual sediment probing (2013) .............................................................................................................................................. 8

Table 3. Survey vessel and instrumentation ................................................................................... 8

Table 4. Project personnel for Gorton Pond sediment coring (2013) .......................................... 13

Table 5. Survey vessel and instrumentation ................................................................................. 13

Table 6. Recovered cores/core sections ....................................................................................... 14

Table 7. Project personnel for Greenwich Bay – Cedar Tree Beach underwater dredge text unit 52 (June 2014) ............................................................................................................................... 16

Table 8. Survey vessel and instrumentation ................................................................................. 16

Table 9. Project personnel for underwater dredge text unit 52 (July 2014) ................................ 17

Table 10. Survey vessel and instrumentation ............................................................................... 18

Table 11. Project personnel for underwater excavation of B17 DTU (October 2014) ................. 19

Table 12. Survey vessel and instrumentation ............................................................................... 19

Table 13. Project personnel for vibracoring offshore of Cedar Tree Beach (2014) ...................... 20

Table 14. Survey vessel and instrumentation ............................................................................... 21

Table 15.  Core characteristics. ..................................................................................................... 21

Table 16. Project personnel for additional vibracoring in the Cedar Tree Beach area (2014) ..... 23

Table 17. Survey vessel and instrumentation ............................................................................... 23

Table 18. Sediment recovered at coring location ......................................................................... 24

Table 19. Project personnel for Gorton Pond coring (2015) ........................................................ 27

Table 20. Survey vessel and instrumentation ............................................................................... 27

Table 21. Characteristics of recovered cores ................................................................................ 27

Table 22. Project personnel for Greenwich Bay – Cedar Tree Branch vibracoring (2015) ........... 28

Table 23. Survey vessel and instrumentation ............................................................................... 29

Table 24. Characteristics of recovered cores ................................................................................ 30

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Table 25. Project personnel for Block Island reconnaissance excursions (2015) ......................... 33

Table 26. Project personnel for Block Island – Wash Pond coring (2015) .................................... 36

Table 27. Survey vessel and instrumentation ............................................................................... 36

Table 28. Characteristics of recovered cores ................................................................................ 37

Table 29. Project personnel for the Block Island – West Branch geoarchaeological investigation (2015) ............................................................................................................................................ 38

Table 30. Project personnel for Greenwich Bay geophysical investigation (2015) ...................... 39

Table 31. Survey vessel and instrumentation ............................................................................... 39

Table 32. Project personnel for EN565 vibracores (2015) ............................................................ 41

Table 33. Survey vessel and instrumentation ............................................................................... 42

Table 34. Project personnel for Block Island – West Beach archaeological investigation (2016) 44

Table 35. Project personnel for the EN580 cruise. ....................................................................... 46

Table 36. Survey vessel and instrumentation. .............................................................................. 47

Table 37. Project personnel for Block Island – West Beach coring and geophysical surveys (2016)....................................................................................................................................................... 51

Table 38. Survey vessel and instrumentation ............................................................................... 51

Table 39. Project personnel for the Block Island – Great Salt Pond coring and geophysical survey (2016) ............................................................................................................................................ 54

Table 40. Survey vessel and instrumentation ............................................................................... 54

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Acronyms and Abbreviations 

AMI    Area of Mutual Interest 

AMS    accelerator mass spectrometry 

BOEM    Bureau of Ocean Energy Management 

CHIRP    compressed high intensity radiated pulse 

cm    centimeter 

CRMC    Coastal Resource Management Council 

DOI    Department of the Interior 

DTU    dredge test units 

ESPIS    Environmental Studies Program Information System 

ft    foot 

GNSS    Global Navigation Satellite System 

in    inch 

lb    pound 

m    meter 

mm    millimeter 

NITHPO   Narragansett Indian Tribal Historic Preservation Office 

nT    nanoTesla 

OCS    Outer Continental Shelf 

RIHPHC   Rhode Island Historical Preservation & Heritage Commission 

s    second 

USACE    US Army Corps of Engineers 

VSP    visual sediment probe

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1 Introduction 

Projectfieldworkconductedbetween2013and2016consistedofgeophysical/remotesensing,geotechnicalsedimentsampling,andgeoarchaeologicalinvestigationsperformedatinteriorandoffshoreareasinRhodeIslandStatewatersandontheOuterContinentalShelf(OCS)offshoreRhodeIsland.Figure1illustratesthelocationofthefourareastargetedascasestudiesfortheproject.Theoverallgoalsofthesegeologicalandgeoarchaeologicalinvestigationswereto:

Assesstheextenttowhichrelictpaleolandsapessurvivedpost‐glacialsealevelriseinthestudyareasandwhetherornottheycontainedpaleoculturaldeposits

Understandthegeologicprocessesassociatedwithpaleoculturallandscapepreservation

Identifyenvironmentalproxiesassociatedwithpreservedpaleoculturallandscapesthatcouldbeusedtodeveloppredictivemodelsregardingthearchaeologicalsensitivityoftheseafloor

Testtheefficacyofexistingandnewsurveyequipmentandmethodsforidentifyingandcharacterizingpaleoculturallandscapes

Thepurposeofthisdocumentistosummarizethefieldoperationsateachstudyarea,andtoprovideanassessmentofthefieldmethodologyanddataacquisitionproceduresateachlocation.Thediscussionthatfollowsisorganizedchronologicallybyyear,withdetailsdescribingeachfieldeffortpresentedaccordingtostudyarealocation.

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Figure 1.The "interishelf areasportion of 

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Warwick,Rhodglaciallyformsensing,visuwereconduofGreenwicodeIslandStement(BOEMnderaRhodehaeologicalSember31,20ResourceMa13‐08‐038).

nd and Cedaph source: ESR

usivelyonthedeIslandanddeIsland.Semed“kettlepualsedimentctedintheshhBay,atthetatewatersfoM)andNITHIslandHistoSurveyPerm012).FieldwoanagementC

ar Tree PointRI ArcGIS online

 3

etwoNarragd2)theneardimentcoreond”thatdratprobing,anhallowwatermouthofApollowingaWHPO(HarristoricalPreservit(RIHPHCPorkwasalsoCouncil(CRM

t/Beach, in te—"World Ima

gansettBayishorewatersamplesweainsintoneadgeoarchaersofCedarTpponaugCovWorkPlanaptoJordan,Ocvation&HerPermitNo.12operformedwMC),provided

the Greenwagery" 

nteriorstudysofGreenwirecollectedarbyApponaologicalsub‐TreeBeach,sve(Figure2)provedbythtober31,20ritageComm2‐25),issuedwithauthoridonAugust1

wich Bay area

yareas:ichBayoffCeatGortonPougCove.‐surfaceituatedinth.AllfieldworheBureauof12).TheWoission(RIHPdtoURI‐GSOizationfrom13,2013(CR

a  

edarond,

herk

rkPHC)’stheRMC

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2.1 Greenwich Bay – Cedar Tree Beach: Gradiometric Survey  

2.1.1 Justification and Goals 

CedarTreeBeachformsthenorthwesternshorelineofGreenwichBay,amajorsub‐embaymentthatdrainsintothelargerNarragansettBayestuarysystem.Hundredsofpre‐contactperiodstoneartifactshavebeenfoundbylocalresidentsintheexposedswashzoneofCedarTreeBeach.Theseartifactsdonotexhibitsignificantmarinegrowthorwater‐wear,suggestingthattheyoriginatefromanearbypaleoculturallandscape.Possiblesourcesarearchaeologicaldepositsformerlysituatedinanancientlow‐reliefuplandnowbeingerodedbythenorthwardlymigratingbeachorinapartiallyerodedandburiedsubmergedpaleoculturallandscapeimmediatelyoffshoreofthebeach.ThepresenceofaburiedandsubmergedpaleoculturallandscapewassuggestedbydetailedCHIRP(compressedhighintensityradiatedpulse)sub‐bottomsonarsurveydataacquiredpreviouslybyURI‐GSO.Thedatadepictedanacousticreflectorconsistentwithamarinebenchorflatextendingabout100to150moffofCedarTreeBeachouttothemarginofaburiedpaleochannelnearthecurrentmodernchannelgoingacrossGreenwichBayandintoApponaugCove.Thisfeature,combinedwiththelargenumberofartifactspreviouslyfoundandtheprotectedenvironmentwithinGreenwichBay,presentedauniqueopportunityforconductingsystematic,multi‐phasedgeoarchaeologicalfieldinvestigationsandfieldtraining.TheprimarygoalsofthefieldworkatCedarTreeBeachwereto:

Testthehypothesesthat:a)anelementofthepaleolandscapeispreservedsubmergedandburiedoffofCedarTreeBeach;andb)thatthispaleolandscapemayhavebeenutilizedbypre‐contactperiodinhabitantsand,therefore,couldbeasourceofsomeofthepre‐contactperiodstoneartifactsappearinginCedarTreeBeach’sswashzone

Testandevaluatethecombinationofclose‐interval(i.e.,1mtracklinespacing)gradiometricsurvey,visualsedimentprobing,andexcavationof1x1munderwaterdredgetestunits(DTUs)foridentifyingsubmergedpaleoculturallandscapes

EducateTribalresearchpartnersintheapplicationanduseofgeophysicalsurveyequipmentandnon‐disturbancemarineremotesensingsurveymethods.

FieldworktookintoaccountcommentsandrecommendationsthatwerevoicedbyTribalparticipantsduringtheproject’sinitialworkshopinMarchof2013.Assuch,theworkprogressedinphasesinvolvingtheleast‐to‐mostinvasiveinvestigationtechniqueswithanoverallgoalofminimizingthedisturbancetotheseafloorasmuchaspossibleduringtheperformanceofallphasesofthefieldinvestigations.

Thefirstphaseinvolvedperformanceofaclose‐interval(1‐mspacedsurveytransects)gradiometricsurveyoverasingle50x200mstudyarea,thenorthernedgeofwhichwascenteredontheareawherethegreatestconcentrationofartifactswasfoundbyRobinCooney,long‐timeresidentofthelocalcommunity.Similargradiometricsurveysperformedinterrestrialcontextsonshorehaveproveneffectiveatidentifyingburiedculturalsites,particularlystone‐oven,firepit,andkilnfeatures,wheresubtle,localizedchangesintheearth’smagneticfieldaredetectabletogradiometers.Thetwomaingoalsofthisparticularphaseofsurveywereto:

Acquirehigh‐resolutionmagneticdatawithinthestudyareathatcouldbeprocessedandcontouredtorevealsubtle,low‐amplitude,anomalousdeflections(possiblyassociatedwithculturalfeatures)intheearth’sambientmagneticfield.Oncelocated,thesemagneticanomaliescouldthenbetargetedforfocused,phasedmarinegeoarchaeological

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investigationconsistingofvisualground‐truthingandimagingusingavisualsedimentprobe(VSP),and,ifwarranted,evaluatedfurtherthroughtheexcavationof1x1munderwaterDTUs.

IntroduceandfamiliarizeTribalresearchpartnersinthemethodsofnon‐disturbancemarineremotesensinggeoarchaeologicalsurveythroughactiveinvolvementinthefieldsurveyanddataacquisitionprocesses

2.1.2 Field Operations and Data Quality 

Thegradiometricsurveywasconductedoverafour‐dayperiodbetweenMarch23andMarch26,2013intheareaillustratedinFigure3.Table1providesasummaryofpersonnelinvolvedwiththefieldeffort.Nosurveyvesselwasutilized.InstrumentationincludedatotalfieldintensityGeometricsG‐858magnetometeroperatedingradiometermode(i.e.,withtwofixedmagnetometersensorsorientedverticallyonaboomandspacedabout1‐mapart).

Table 1. Project personnel for Greenwich Bay – Cedar Tree Beach gradiometric survey 

Accesstothesurveyareawasfromshoreviaapublicright‐of‐wayextendingacrossJohnGallonioandMaryellenHall’sbeach‐frontproperty.Performanceofthesurveyinvolvedwalkingacrosstheexposedintertidalandsubmergedshallowsub‐tidalportionsofthenearshoremudflatoffofCedarTreeBeach.Priortoinitiatingthesurveyofeachline,theend‐pointsofplannedsurveytracklineswereacquiredusingahandheldGarminGPSandmarkedwithflaggedsticks,sothatthesurveyorcouldusethesticksforvisualreferencingwhilewalkingandcollectingdataalongthetransects.Adigitalleft‐rightindicatoronthegradiometerunitthattrackedcourseheadingalongtransectsprovidedadditionalguidancetothesurveyorduringdataacquisition.The1‐mintervaloftheplannedsurveytracklinesoptimizedthedensityofcoverageofthestudyareaandincreasedthegradiometer’scapacitytodetectsmallfeatures,suchasmightbecausedbyindividualhearths.Gradiometersensitivitywassetat0.01nanoTesla(nT)orless,withdatasamplingsetto0.1s.Thesesettingsyieldedapproximatelyonereadingper5cmover‐groundatnormalwalking/wadingspeedsof1.5m/s.Eachmagnetometerwasfixedforgradiometricoperationandwasmaintainedatheightsof1and2mabovetheharborfloor’ssurface.Positioningalongsurveyedlineswasrecordedinrealtimewiththedatafromeachmagnetometersensor.Thequalityoftheacquireddatawasdeterminedtobeacceptablerelativetotherequirementsofthesurvey,withminormagneticnoisetypicaloftheGeometrics858systemnotedduringdataprocessing.Noneoftheobservedmagneticnoisewassignificantenoughtoobscuremagneticfeaturesthatwereobservableinthetotalfielddataorinthefiltereddatathatwaspost‐processedandplotted.

Name  Affiliation Survey Planning 

Field Work Data 

Processing Report 

Preparation 

David Robinson  URI‐GSO  X  X  X  X 

Carol Gibson  URI‐GSO  X  ‐  ‐  X 

Doug Harris  NITHPO  X  X  ‐  ‐ 

Jean Pelletier  AE Com (URS)  X  X  ‐  X 

Christopher Wright  CRE  X  ‐  X  X 

Chali Machado  NITHPO  ‐  X  ‐  ‐ 

John Brown, IV  NITHPO  ‐  X  ‐  ‐ 

Muckquashim Hopkins  NITHPO  ‐  X  ‐  ‐ 

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Figure 3.WarwickBasemap o

 Area coverk, Rhode Islaorthophotogra

ed by gradioand (water leph source: ESR

ometric survevel shown RI ArcGIS online

 6

vey at Greenat high tidee—"World Ima

nwich Bay’s ) agery" 

Cedar Tree Beach, 

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2.1.3 Assessment of Field Operations and Data Acquisition Procedures  

Fieldsurveywascompletedsuccessfullywithinthe50x200mstudyarea.Adequatecoverageoftheoverallstudyareawasattained,andthegoalsofthisinitialphaseoftheCedarTreeBeachinvestigationwereachieved.ThreedifferentTribalrepresentativesfromNITHPO(DougHarris,MuckquashimHopkins,andChaliMachado)allgainednewknowledgeandexperienceingradiometricsurveymethods.Acquireddataweredetermineduponexaminationtobeofacceptablequalityfornearlyallofthesurveyareawiththeexceptionofanarrowsectionatitssouthernedge,wheredata(thatwascollectedalongseveraltransectsaftermoisturecompromisedoneofthedatacablesduringsurvey)appearedtobemutedinitsrangeofrecordedvaluesascomparedtotherestoftherecordeddata.

2.2 Greenwich Bay – Cedar Tree Beach: Visual Sediment Probing  

2.2.1 Justification and Goals  

ThegradiometricsurveyperformedastheinitialphaseoffieldworkintheCedarTreeBeachstudyareaidentifiednumerousmagneticanomalies.Someoftheseanomalieswereclearlyassociatedwithvisiblemodern,post‐contactperiodferrousmetalculturaldebrisandstructures(e.g.,automobilepartsandotherdebris,aswellasthesteelfastenersinthewoodengroinsextendingintothewaterfromthebeach),whileotherswereofthedetectablesize(i.e.,approximately0.5to3minduration)andintensity(i.e.,15to30nT)thatweresuggestiveofrepresentingpossiblehearthorhearth‐likepaleoculturalfeatures,asindicatedinreviewedliteratureonthesubject(JonesandMunson2005;Hamilton,etal.2000).ThissecondphaseofthegeoarchaeologicalfieldinvestigationsperformedintheCedarTreeBeachstudyareainvolvedtheselectivevisualinspectionofsub‐surfacesedimentsatthelocationsofall10ofthemagneticanomaliesidentifiedaspotentialhearthorhearth‐likeculturalfeatures,basedonthevisualexaminationofcolor‐contourplotsofthepost‐processedmagneticdatadepictingmagneticfieldstrengthandchangesinthegradeorslopebetweendata,aswellasthesystematicvisualexaminationanddocumentationofthenatureofburiedsediments,particularlythemarinebenchorflat,at33locationsdistributedona20‐mgridacrosstheentirestudyarea.Thisvisualinspectionofthesub‐surfacesedimentswasachievedusingauniqueandminimallyinvasivetechnologicalapproachtermed“visualsedimentprobing.”Visualinvestigationofthestudyarea’ssedimentswasjustifiedbasedon:a)theresultsofthegradiometricsurvey;b)thepresenceofthesubmergedandburiedmarinebenchorflatseeninthepre‐existingsub‐bottomprofilerdata;andc)thepresenceofhundredsofpre‐contactperiodartifactsthatwerefoundatCedarTreeBeach.Theprincipalgoalsofthevisualsedimentprobingphaseoffieldworkwereto:

Determinethesourceofthemagneticanomaliesidentifiedduringthegradiometricsurvey

Determinewhetherornotthemarinebenchorflathadbeenpreviouslyasubaeriallyexposedpaleoculturallandscapewithinherentarchaeologicalsensitivity

Determinewhetherornotexcavationof1x1msub‐surfaceunderwaterarchaeologicalDTUswaswarranted,and,ifso,where

IntroduceandprovideexperiencetoTribalresearchpartnersinworkingwithminimallyinvasive,sub‐surfacevisualsedimentprobingtechnologiesandfieldmethods,datapost‐processing,anddatainterpretation

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2.2.2 Field Operations and Data Quality 

BetweenSeptember24andSeptember27,2013,acombinedteamofURI‐GSOandNITHPOfieldpersonnelcompletedasystematicvisualexaminationofsub‐surfacesedimentsacrosstheCedarTreeBeachstudyareausingVSPtechnology.Table2providesasummaryofpersonnelinvolvedwiththefieldeffort,andTable3summarizestheinstrumentationused.

Table 2. Project personnel for Greenwich Bay – Cedar Tree Beach visual sediment probing (2013) 

Name  Affiliation Survey Planning 

Field Work Data 

Processing Report 

Preparation 

David Robinson  URI‐GSO  X  X  X  X 

Clifford Heil  URI‐GSO  ‐  X  ‐  ‐ 

Monique LaFrance‐Bartley  URI‐GSO  ‐  X  ‐  ‐ 

Danielle Cares  URI‐GSO  ‐  X  ‐  ‐ 

Cameron Morissette  URI‐GSO  ‐  X  ‐  ‐ 

Chali Machado  NITHPO  ‐  X  X  ‐ 

John Brown, IV  NITHPO  ‐  X  X  ‐ 

Norman Machado  NITHPO  ‐  X  X  ‐ 

Table 3. Survey vessel and instrumentation 

TheVSPwasusedtoexploresystematicallyaseriesof33probe‐pointsdistributedevenlyacrossthestudyareaonthe20‐mnodesofa10‐mgrid(Figure4).Anadditional10selectiveprobe‐pointscenteredonmagneticanomalylocationsidentifiedduringtheprecedinggradiometricsurveyphaseofthestudyalsowereexaminedusingtheVSP(Figure4).

OneachdayoftheVSPsurvey,theURI‐GSOpontoonboattransitedwiththefieldteamandequipmentfromPonaugMarinainApponaugCoveouttotheCedarTreeBeachstudyareaandanchored.ThevariouselementsoftheVSPsystemwerethenassembled,testedanddeployedintothewaterforoperationbytwofieldpersonnel(co‐projectinvestigatorRobinsonandoneoftheNITHPOfieldspecialists).Priortobeginningtheinvestigationofeachprobe‐point,anerasablewhiteboardwiththeprobe‐point’sidentificationinformationandthedatewasvideo‐recordedusingtheprobe’scamera.DoingsoprovidedaconvenientvisualindexfortheVSPvideofootage.Thetwoin‐waterfieldpersonnelthenwadedawayfromthepontoonboatouttotheprobelocation

Equipment  Function  Description 

URI‐GSO Pontoon Boat  Survey vessel  9‐m long custom surveying/coring barge 

VSP System 

Buried sediments imaging  (in plan view); ground‐truthing of magnetic anomalies 

5‐m long, 5‐cm OD PVC pipe with smaller internal PVC pipe fitted with a color, digital, self‐lit “snake‐cam” at its lower end. Camera is connected to a vessel‐based recording monitor via a video‐signal cable for real‐time monitoring by topside personnel and recording of video data; optimized for use by personnel wading in shallow water and imaging to a maximum depth of 3 m below the seafloor 

Garmin GPS Map 76 Portable GPS 

Navigational position Positional accuracy approximately + 2 m at the study area 

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usingthehandheldGPStoguidethemtotheprobe‐point.Onceaprobe‐pointlocationwasoccupiedandapositionfixconfirmed,thein‐waterandtopsideprojectpersonnelcoordinatedverballyandvideo‐documentationbegan.TheVSPwasorientedinaverticalposition.Surfacesedimentsontheseafloorwerevideo‐documentedfirstwiththeprobeheldashortdistanceoffofthebottom.Oncethesurfacesedimentsweredocumented,thein‐waterteamindicatedtothetopsidepersonneltothrottle‐upthewater‐pumpdeliveringflowtothelowerendoftheVSPtoenableittoworkitswaydownintothesediments.ThelowerendoftheVSPwasthenbroughtintocontactwiththeseafloorandadvanceddownwardintothesedimentsat0.5‐mincrements.Aseachdepthlevelwasreached,thedownwardadvancementoftheVSPwaspausedlongenoughtoallowthewaterflowingtoitsvideo‐camera‐equippedlowerendtoclear,sothatsedimentscouldbeobservedanddescribedinfieldnotesbytopsidepersonalwatchingthemonitorandvideo‐documentedbytheVSP’srecordingcamera.ProbingdepthswiththeVSPdidnotexceed2.75mbelowtheseafloor.Mostprobedepthsrangedfrom2.25to2.5mbelowthesurface.Thisdepthrange(i.e.,ca.2m)wastargetedastherealisticmaximumdepthlimitforsafelyexcavatingunderwatera1x1mdredgetestunitintheeventthatadditionalsub‐surfacearchaeologicaltestingwaswarrantedbytheVSPsurvey’sresults.TheVSP’sprobedepthbelowtheseafloorwasascertainedandcontrolledbythein‐waterpersonnelduringtheVSP’soperationusingthemeasuredscalepaintedontheoutsideoftheVSPfortrackingandcontrol.Probingoperationswerecoordinatedbetweenthein‐waterpersonneloperatingtheVSPandthetopsidepersonnelviewingtheprobe’scolor‐digitalmonitorandrecordingtheVSP’svideofootageandfieldnotes.Fieldnotesrecordedbytopsidepersonneldocumentedeachprobe‐point’sidentification,thevideo‐clock’sstartandendtimesfortheoverallprobedocumentation(aswellasforeachvideo‐documentedlevel),andpreliminaryobservationsaboutwhatwasseeninthemonitor.Thisprocesswasrepeatedforallofthesystematicandselectiveprobe‐pointsdistributedacrossthestudyarea.

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Figure 4.Probing wagrid intervlabeled S1,orthophot

2.2.3 A

VSPsurvecompletemembertechnologconducte

 Systematicas conducted aal (represented, S2, S3, etc.) wograph source

Assessment o

eyoperationedeachday.Tofthefieldtegy,nosimilaed,andthisw

 visual sedimat 31 of the 33 d by the yellowwhere magneti: ESRI ArcGIS o

of Field Ope

nsproceededTheefficienceam(Robinsrtypeofcomwasthegreat

ment probinprobe‐points 

w circles) and ac anomalies wonline—"World

erations and

dsmoothlyancyoftheprocon)hadanymbinedselectestnumbero

 10

ng  distributed acrat 10 selective were identified d Imagery"  

 Data Acqui

ndquickly,wcesswassompreviousexptiveandsystofprobe‐poin

ross the Cedar locations (repduring the gra

sition Proce

withbetweenmewhatsurprperiencewortematicVSPsntsthathad

r Tree Beach stresented by thadiometer surv

edures 

n7and12prrising,becaurkingwiththsurveyhadeeverbeenin

udy area at a 2he pink crossesvey. Basemap 

robe‐pointsuseonlyoneheVSPeverbeennvestigated.

20‐m s 

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Cavitation‐induced,excessivebubblingofthewaterpumpedtothelowerendoftheVSP,whichinitiallyinterferedwithitsvideocamera’simagingcapability,waseliminatedbyanin‐fieldmodificationthatwasconceivedofandappliedbyNITHPO’sNormanMachadotothewater‐supplyhoseattachedtotheVSP’souterPVCpipe.

TheVSP’simagingsystemperformedefficientlyasaminimallyinvasive,expedient,first‐passapproachtoimagingsedimentsinthestudyarea.TheVSPprovidesaviewandinformationaboutthesedimentsthatiscompletelydifferentfromthatwhichisobtainedusingcoringtechnologies.TheVSPprovidedaplanviewofthesedimentsandtheirvariousstrata,whichenabledthephysicalcharacteristicsofthesedimentstobeobserveddynamicallyasflowoftheVSP’swatererodedthemandallowedfortheidentificationandimagingofthesurfacesofformerlysubaerial,desiccated,anddessication‐crackedsedimentstrata(i.e.,archaeologicallysensitive,submergedpaleo‐landsurfaces),neitherofwhichisattainablefromobservingsplitcoresamples.Allbuttwoofthesystematicprobe‐pointstargetedforinvestigationusingtheVSP,oneofwhichwasatagroinlocationandtheotherofwhichwaslocatedonshore,wereexplored.Thus,atotalof41VSPpointswasexploredduringthisphaseoftheCedarTreeBeachgeoarchaeologicalinvestigation.

2.3 Gorton Pond: Sediment Coring  

2.3.1 Justification and Goals  

GortonPondisafreshwaterglacialkettlelakethatdrainsintoApponaugCoveinthenorthwesternportionofGreenwichBay(Figure5).Itislocatedapproximately2.4kmfromtheCedarTreeBeachstudyarea.SedimentcorescollectedatGortonPondpriortheinitiationofthisprojectprovidedapreliminaryagemodelandpaleoenvironmentalrecordofthisarea(Morissette2014).ThepurposeofthefieldeffortatGortonPondwastoobtainadditionallongercoresthatwouldbeanalyzedforavarietyofproxiesinordertoassistinthecreationofamoredetailedpaleoenvironmentalreconstructionoftheGreenwichBayarea.Twocoringsystemswereemployedtorecoverthemostcompletesedimentaryrecord:biological‐typecoring,whichexcelsatpreservingthesediment‐waterinterface,andLivingston‐typecoring,whichallowsfortherecoveryoflong,continuoussedimentcoresthroughmultipledrivesinthesamecasedhole.

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Figure 5.WarwickBasemap o 

2.3.2 Fi

Priortoinauthorizaconductcanalysis(CoringwAugust16

 Location ofk, Rhode Islaorthophotogra

ield Operati

nitiatingfieldationfromthcoring.URI‐G(i.e.,noside‐asconducted6,2013.

f sediment cand ph source: ESR

ions and Dat

doperationsheRhodeIslaGSOwasinfocastingofsedunderCRM

cores (GP13B

RI ArcGIS online

ta Quality 

satGortonPoandCRMCanrmedthatasdiments),th

MCauthorizat

 12

BC1 and GP1

e—"World Ima

ond,theURIndtheUSArmslongasallcenaUSACEption(No.201

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agery" 

‐GSOprojectmyCorpsofEcoreswererepermitforco13‐08‐038).F

ained in Gort

tteamrequeEngineers(UemovedfromoringwasnoFieldoperati

ton Pond, 

estedUSACE)tomthelakeforotrequired.ionsoccurre

r

don

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Table4providesasummaryofpersonnelinvolvedwiththefieldeffort,andTable5summarizestheinstrumentationused.Personnelforsmallvessel/inshorecoringoperationswerechosenbasedonavailabilityandexperience.

Table 4. Project personnel for Gorton Pond sediment coring (2013) 

Name  Affiliation Survey Planning 

Field Work Data 

Processing Report 

Preparation 

John King  URI‐GSO  X  X  X  X 

Chip Heil  URI‐GSO  X  X  ‐  ‐ 

Cameron Morissette  URI‐GSO  X  X  X  X 

Brian Caccioppoli  URI‐GSO  X  X  X  X 

Table 5. Survey vessel and instrumentation 

Equipment  Function  Description 

URI‐GSO pontoon boat  Survey vessel 28' custom surveying/coring barge with modified A‐frame, moon pool, and 5,000 lb capacity winch 

Livingston‐type coring system 

Sediment coring Optimized for use in lakes containing up to 25 m of post‐glacial sediment; obtains continuous 1–1.5 m core sections through a cased hole 

Biological‐type coring system 

Sediment coring  <2 m coring capacity; 2.4 m polycarbonate liner; optimized for use in flocculent or loosely compacted sediments 

Garmin GPS Map 76 Portable GPS 

Navigational position Positional accuracy approximately + 9 ft at the study area 

CoringatGortonPondwascenteredinthedeepestpartofpondinwaterdepthofapproximately13m(Figure5).Becausehigh‐resolutionbathymetricdatawasnotavailableforGortonPond,thelatitude/longitudeofthetargeted"deephole"wasobtainedpriortothefieldexpeditionbyusingArcGISsoftwaretodigitizeandgeoregisterapaperbathymetricmapavailablethroughtheRhodeIslandDepartmentofEnvironmentalManagement(RIDEM,2013),whichrepresentedthebestavailabledataforthearea.

ThesurveyvesselwastraileredfromURI‐GSOtoaneasilyaccessiblelocationatGortonPondandlaunchedsuccessfully,andthecoringteammotoredtothestudylocation.AhandheldGarminGPSunitwasusedtonavigatetothetargetlocation.Oncethevesselwasonstation,itwasanchoredusingtwoDanforthanchorscleatedtothebowandazincweightcleatedtothestern,afterwhichcoringoperationscommenced.

Thegoalofthecoringeffortwastomaximizethelengthoftherecoveredsedimentrecordwhileinsuringthatthesediment‐waterinterfaceandtheupperpartofthesedimentrecordwasrecoveredintact;therefore,thetwocoresweretakenatthesamelocation.A"biological‐type"coringsystemwasdeployedfirsttorecoverthesediment/waterinterfaceanduppersedimentsectionwithminimaldisturbance.Thissystemconsistsofa2.4mpolycarbonatecoreliner,squarethreadedpushrods,andaninternalpistondeployedthroughthevessel’s“moonpool”(asquarehatchinthemiddleofthevessel’sdeck).Biologicalcoringisinitiatedbysettingtheinternalpistonintoitsstartingpositionandloweringthecorebarreltotheseafloor.Thesedimentcoreiscollectedbyasingledriveofcorebarreluntilrefusalismet.Coringoperationsproceededsmoothly,andcore"GP13BC1,"representing0–115cmofthesedimentsection,wassuccessfullyrecovered.Inorderto

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ensurethatthesediment/waterinterfaceandinternalstratigraphyofthecorewerepreserved,thecorewasfilledwithseawaterandstrappeduprightontheboatandallowedtosettlebeforetheexcesscorelinerwascutdownandthecorewascapped.

Aftertherecoveryofthebiologicalcore,coringoperationsswitchedtotheLivingstonesystem.Livingstonecoringwasimplementedwithsuccessive1‐mcoringdrives,allowingforthecollectionoflong,continuoussedimentcores.ThiswasachievedbyguidingtheLivingstonecorebarrel,piston,anddriverodsthroughsteelcasing,whichsimultaneouslykeepsthecoreholeopen,directseachsuccessivedrivethroughtheoriginalhole,andpreventsthepushrodsfrombendingunderforce.

Forthefirstdrive,thedepthofthewaterminusthelengthofthecorebarreldeterminedthelengthofdriverodsrequired.Aftertherecoveryofthefirstdrive,thesedimentcorewasthenextrudedfromthecorebarrelandpackagedinaliner.Priortotheseconddrive,thestartingdepthofthesedimentcorewasrecorded,andendingdrivedepthwasmarkedonthedriverod.Thecoringprocedurewasthenrepeatedforeachsuccessivedrive.

Table6summarizesthenamesanddepthsofthecores/coresectionsthatwererecoveredandverticallycorrelatedtocreateacompositesedimentsection.

Table 6. Recovered cores/core sections 

Core Name  Type  Sediment Depth (cm) 

GP13BC1  Biological  0–115 

GP13 LC2D1  Livingston, Drive 1  0–192 (recovered, but lost in field) 

GP13 LC2D2  Livingston, Drive 2  192–278 

GP13 LC2D3  Livingston, Drive 3  284–377 

GP13 LC2D4  Livingston, Drive 4  382–477 

GP13 LC2D5  Livingston, Drive 5  481–577 

GP13 LC2D6  Livingston, Drive 6  575–670 

2.3.3 Assessment of Field Operations and Achievement of Objectives 

CoringoperationsatGortonPondproceededsmoothly,andboththeBiologicalandLivingstoncoringsystemsperformedasexpected.Subsequentanalysisoftherecoveredcoresindicatedthatanearlycompletepost‐glacialsedimentaryrecordwasrecovered.Paleoenviromentalproxyanalysesfromtherecoveredcoresprovidedthebasisfortheconstructionofaregionalpaleoenvironmentalreferencerecordthefortheentirestudyarea.

Drive1ofGP13LC2displayedpoorpreservationofstratigraphyinthesaturatedsedimentsandwasdeterminedtobeinappropriateforfurtheruse.Becausethebiologicalcorewasonly115cmintotallength,therewasagapinthesedimentrecordtothestartingdepth(192cm)ofGP13LC2Drive2.Duetotimeconstraints,thegapinthesedimentrecordwasaddressedwithanadditionalcoretobeobtainedduringasubsequentfieldeffort.2014

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2.4 Greenwich Bay – Cedar Tree Beach: Underwater Archaeological Investigations  

VSPdatarecordedin2013duringthesecondphaseofthegeoarchaeologicalfieldinvestigationoftheCedarTreeBeachstudyareaproducedvisualevidenceofarchaeologicallysensitiveandformerlysubaerialsedimentsandpossibleculturalfeaturesandartifactsatseveraloftheprobedlocations.Theselocationswerehierarchicallyorganizedbasedontheirinformationpotentialanddistributionacrossthestudyarea.TwoareaswiththegreatestinformationpotentiallocatedatoppositeendsofthestudyareawereselectiveVSPprobe‐point“S2”andsystematicVSPprobe‐point“B17”(Figure4).VSPprobe‐pointS2wasselectedbecauseitwasobservedintheVSPvideodatatocontainastratified,oxidized,desiccatedandsunbaked(indicativeofaformerlysubaerialsurface),organic,archaeologicallysensitive,soil‐likedepositburiedapproximately1.3mbelowthesurfaceofthesub‐tidalbayfloor.VSPprobe‐pointB17wasselectedbecauseitwasobservedintheVSPvideodatatocontainwhatappearedtobestratifiedorganicsedimentswithasinglepieceoflithicchippingdebris,aswellaswoodandcharcoal,embeddedinit,atadepthofapproximately1.5mbelowthebayfloor’ssub‐tidalsurface.

Eachofthesetwoareaswerechosentobesubjectedtothefinal,andmostinvasive,ofthethreephasesofmarinegeoarchaeologicalinvestigationthatwereconductedintheCedarTreeBeachstudyarea—theexcavationof1x1munderwaterDTUs.UnderwaterarchaeologicalexcavationwasconductedintheCedarTreeBeachstudyareainthreeseparatefielddeploymentsthattookplaceduringthemonthsofJune,July,andOctoberof2014.

2.4.1 Excavation of Underwater Dredge Test Unit S2, June 2014 

2.4.1.1 Justification and Goals  

Excavationof1x1munderwaterDTUsis,likeallarchaeologicalexcavation,inherentlydestructive;however,itprovidesalargerphysical“window”throughwhichtoobserve,sample,anddocumentthegeoarchaeologicalrecord.Fromascientificresearchperspective,aslongastheexcavationisconductedproperlyandwell‐documented,theinformationgainedisgenerallythoughttojustifythedestructionoftheexcavatedportionoftheinvestigatedculturalsite.ThisisaperspectivethatisnotwidelysharedbymanyTribalpeople,forwhomtheEarth,andtheirancestralculturalsitesthatareapartofit,haveinherentspiritualitythatisbestleftundisturbedandprotectedfromdestruction.Inordertorespecttheimportanceofthisperspective,theoriginallyplannedunderwaterarchaeologicalexcavationsofsix1x1mDTUswasreducedtotwoDTUs,representinganearly70percentdecreaseintheamountofdisturbancetotheseafloorcausedbythisparticularphaseofthegeoarchaeologicalfieldinvestigationatCedarTreeBeachandacommensuratedecreaseintheinformationlearnedaboutthesite.Thejustificationforexcavatingthesetwolocationswasthattheywouldprovideinformationthatwouldenablethefurtherevaluationoftheextent,nature,andcontentofthepreserved,stratified,andformerlysubaerialsedimentswithinthefullstudyarea,andthatitwouldprovideanopportunityfordeterminingthepresence/absenceofculturaldepositsatthetwosampledlocations(i.e.,selectiveprobe‐pointlocationS2andthesystematicprobe‐pointlocationB17)(Figure4).

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2.4.1.2  Field Operations and Data Quality

BetweenJune9andJune18,2014,acombinedteamofBOEM,NITHPO,andURI‐GSOfieldpersonnelcommencedtheunderwaterarchaeologicalexcavationofthefirstoftwo1x1mDTUs.Table7providesasummaryofpersonnelinvolvedwiththefieldeffort,andTable8summarizestheinstrumentationused.

Table 7. Project personnel for Greenwich Bay – Cedar Tree Beach underwater dredge text unit 52 (June 2014) 

Name  Affiliation Survey Planning 

Field Work Data 

Processing Report 

Preparation 

David Robinson  URI‐GSO  X  X  X  X 

Doug Harris  NITHPO  X  X  ‐  ‐ 

John Brown, IV  URI  ‐  X  ‐  ‐ 

Chali Machado  URI  ‐  X  ‐  ‐ 

Norman Machado  URI  ‐  X  ‐  ‐ 

Brian Jordan  BOEM  X  X  ‐  ‐ 

Brandi Carrier  BOEM  ‐  X  ‐  ‐ 

Willie Hoffman  BOEM  ‐  X  ‐  ‐ 

Table 8. Survey vessel and instrumentation 

Equipment  Function  Description 

URI‐GSO Pontoon Boat  Dive platform  9‐m long motorized custom barge 

Induction Dredge System  

Underwater archaeological excavation of submerged sediments in 10 cm levels  

Honda water‐pump attached to 8‐cm diameter dredge‐head and exhaust hose fitted with 3‐mm to 6‐mm mesh bags at its end to act as a screen 

Garmin GPS Map 76 Portable GPS 

Navigational position Positional accuracy approximately + 2 m at the study area 

Oneachdayoftheunderwaterexcavation,theURI‐GSOpontoonboattransitedwiththefieldteam,divingequipment,andunderwaterexcavationequipmentfromthePonaugMarinainApponaugCoveouttotheCedarTreeBeachstudyarea,andtheboatwasanchoredclosetotheexcavationlocation.AllunderwaterexcavationwasaccomplishedbyateamofarchaeologicalscubadiversfromURI‐GSO,NITHPO,andBOEMworkingtogethertoexcavatetheDTUunderwaterbyhand,assistedbyan8cmdiameterinductiondredge.Excavationwasconductedfollowingnaturalstratumchanges,orin10cmlevelswhenindividualstrataexceed10cminthickness.Allexcavatedmaterialswerescreenedthroughoneoftwodifferentsizes(3and6mm)nylonmeshbags.Thesebagswereattachedtotheendofthedredge’sexhausthoseandwerereplacedwithanewbagwitheachchangeinstratumor10cmlevel.Thelarger‐sizedmeshbagwasusedduringtheexcavationofmarinesedimentoverburden,andthesmaller‐sizedmeshbagwasusedwhenculturallysensitivestratadepthsnotedintheVSPdatawereapproached.Eachdredgebag’scontentswereexaminedandsiftedbytopsidepersonnellookingforevidenceofartifactsandecofacts.Recoveredartifactsandecofactswereretained,labeled,bagged(tokeepthemwet),andtheninventoriedwhenbroughtbacktothelaboratoryatURI‐GSOforfinalprocessing,analysis,andcatalogingoftheircontents.

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2.4.1.2 Assessment of Field Operations and Data Acquisition Procedures 

ThepontoonboatwasasuitableplatformforconductingdivingandunderwaterexcavationoperationswithalargefieldteamattheS2DTUsiteandtheunderwaterexcavationequipmentworkedasexpected;however,unfavorabletidesandinclementweatherdayslimitedfieldoperations.Theseunfavorableconditionswereexacerbatedbya)poorunderwatervisibility,whichrangedfrom0to1mandmadeunderwatervideo‐andphoto‐documentationdifficulttoaccomplish;andb)thenon‐cohesivenatureofthefinesiltcomprisingtheuppermostsedimentstrataintheS2DTU,whichcausedtheside‐wallsoftheDTUtoslump‐inovernightandtheperimeteroftheDTUtoexpandintocircleextendingabout0.25mbeyondthelimitsofthesquareDTU.Thecombinationofunfavorableenvironmentalconditionsandtheextratimerequiredtoconductonsitetraininginunderwaterexcavationprocedures,inwhichsomemembersofthefieldteamhadnopreviousexperience,resultedintheexcavationoftheS2DTUproceedingmuchmoreslowlythananticipated,takingatotalof40hoursovertwodifferentfielddeployments.

ThefieldworkconductedduringthisinitialdeploymentmarkedtwosignificantmilestonesinthehistoryofNewEnglandarchaeologyas1)thefirsttimethatTribalscientificdivers/fieldspecialistsperformedarchaeologicalexcavationofDTUsunderwaterand2)thefirsttimeinURIorBOEM’shistorythattheirarchaeologicalstaffhadworkedunderwaterside‐by‐sidewithTribalfieldspecialists.

2.4.2 Completion of the Excavation of Underwater Dredge Test Unit S2, July 2014 

2.4.2.1 Justification and Goals  

ThejustificationandgoalswerethesameasdescribedaboveinSection2.4.1.

2.4.2.2 Field Operations and Data Quality 

FieldoperationsforthisdeploymentwereessentiallythesameasthosedescribedinSections2.4.1withseveralexceptions.UnderwaterexcavationoftheS2DTUwascompletedinJuly2014byareducedfieldteamcomposedoftwoarchaeologicaldiversfromURIandNITHPOandatopsidefieldspecialistfromURI,whostageddivingoperationsfromtheshoreofCedarTreeBeachandemployeda2.5‐msquare,portable,modular‐construction,“dock‐block”raft(termedthe“R/VLego”),fortransportingandoperatingtheunderwaterexcavationequipment.Table9summarizestheprojectpersonnelinvolvedinthefieldeffort,andTable10detailsthesurveyvesselandinstrumentationused.

Table 9. Project personnel for underwater dredge text unit 52 (July 2014) 

Name  Affiliation Survey Planning 

Field Work Data 

Processing Report 

Preparation 

David Robinson  URI‐GSO  X  X  X  X 

Norman Machado  NITHPO  ‐  X  ‐  ‐ 

Michael Robinson  URI  ‐  X  ‐  ‐ 

 

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Table 10. Survey vessel and instrumentation 

Equipment  Function  Description 

URI‐GSO R/V Lego  Dredging Equipment Platform 

2.5‐m square “dock‐block” portable raft equipped with marine archaeological dredging equipment 

Induction Dredge System  

Underwater archaeological excavation of submerged sediments in 10‐cm levels  

Honda water‐pump attached to 8‐cm diameter dredge‐head and exhaust hose fitted with 3‐mm to 6‐mm mesh bags at its end to act as a screen 

Garmin GPS Map 76 Portable GPS 

Navigational position Positional accuracy approximately + 2 m at the study area 

AccesstotheCedarTreeBeachstudyareaforthisdeployment,andforthesubsequentOctober2014deployment,wasattainedthroughthesamepublicright‐of‐waytothebeachutilizedduringthegradiometricsurvey,andbycrossingand/oroccupying(withtheowners’permissions)theBacarri,Gallonio,Jacques,andPickeringbeach‐frontproperties.

TheR/VLegocomponents,divinggear,andtheexcavationequipmentweretransportedfromtheURI‐GSOtotheCedarTreeBeachpublicright‐of‐waybytruckandassembledonsite.TheassembledR/VLegowasthenhand‐pulleddowntothewaterbythefieldpersonnel,whereitwasloadedwiththedivingandunderwaterexcavationequipment.TheR/VLegowasthenpushedouttothelocationoftheS2DTUandanchoredapproximately10mawayfromittoallowadequatespacefordeployingthedredge’svarioushoses.ExcavationwasconductedusingthesameequipmentandproceduresasusedduringtheinitialJune2014excavationdeployment.Theonemethodologicaldifferencewasthata1x1mby30cmtallby7mmthickclearplexiglasscofferdam,custom‐madefortheprojectbyMichaelRobinson,wasemployedtopreventtheuppermostsedimentstratumfromslumping‐induringexcavation.Attheendofeachfieldday,theR/VLegowasbroughttoshore,hauledacrossthebeachandtheJacquesproperty,andstoredovernightonthePickeringproperty.InadditiontoallowingthetemporarystorageoftheexcavationplatformontheirpropertyforthedurationoftheJulyandOctoberdeployments,thePickeringsalsogenerouslysharedoff‐roadparkingspaceintheirdrivewayforprojectvehiclesandopenedtheirhometothefieldteamasaplacetochange,shower,andusetherestroom.

Uponcompletionoftheexcavation,theS2DTUwasbackfilledwithplasticbagsofcleanbuilder’ssand.Thelast20cmoftheDTUwerefilledbydumpingthecleanbuilder’ssandintothetopoftheunitsothattheplasticbagswerenotvisibleandthebayfloorwasasclosetoitsnaturalappearanceaspossible.TheplasticbagswereretainedonthebagsofsandusedtofillthelowerpartoftheunittoassistinidentifyingtheexcavatedunitintheeventthatadditionalarchaeologicalexcavationworkiseverundertakenagainintheCedarTreeBeachstudyarea.

Visualobservationsandnote‐taking,aswellasvideo‐andphoto‐documentation,conductedduringtheexcavationoftheS2DTUwerelimitedintheirqualityandextentbytheextremelypoorunderwatervisibilityconditionsthatpersistedinthestudyareaandgenerallyonlyallowedforminimalunderwaternote‐takingandveryshort‐rangeimaging.Despitethischallenge,stratigraphywithintheS2DTUwasvideo‐documentedsuccessfullyusingahandheldGoProHero4(Black)high‐definitionvideocamera.Aplasticfolding‐ruleextendingthefulldepthoftheDTUwasincludedinthevideoasagraphicscale.ThisvideowasreviewedtoascertaintheprecisethicknessesofeachstratumintheoverallstratigraphicsequenceandcorrelatedwithfieldobservationsandnotesaboutthecontentsofthedifferentstratatoproducearecordoftheS2DTU’sstratigraphyandcontents.Asampleofinsituorganicmaterialfromtheformerlysubaerialstratumvisibleintheside‐walloftheexcavationunit,andseveralorganicmacrofossilsthatwereidentifiedandretained

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duringthetopsidesiftingofthemeshdredgebagwerecollectedforacceleratormassspectrometry(AMS)radiocarbondatingbyBetaAnalytic.

2.4.2.3 Assessment of Field Operations and Data Acquisition Procedures 

Theadditionoftheplexiglasscofferdamwaseffectiveinhaltingtheslumpingofuppermostsedimentsintheupperstratum.Belowthe30‐cmlevel,sedimentsprogressivelybecamemorecohesive,andadditionalcoffer‐dammingwasnotnecessary;however,maintainingstraightandverticalside‐wallswhileworkinginsidetheDTUwiththedredge‐headprovedimpossibleduetotherelativelygreat(1.52m)excavateddepthoftheDTUthatwasrequiredtoreachthetargetedformerlysubaerialsedimentsthathadbeenobservedintheVSPdatafromthatlocation.

2.4.3 Underwater Excavation of B17 DTU, October 2014 

2.4.3.1 Justification and Goals  

TheoveralljustificationandgoalsforexcavatingattheB17DTUlocationwereessentiallythesameasthosedescribedabovefortheS2DTUinSection3.1.1.Morespecifically,theB17VSPprobe‐pointwasselectedforarchaeologicaltestingbecauseitcontainedwhatappearedtobestratifiedorganicsedimentswithasinglepieceoflithicchippingdebris,aswellaswoodandcharcoal,embeddedinit,whichwereobservedduringtheanalysisoftheVSPvideodatatobeatadepthofapproximately1.5mbelowthebayfloor’ssurface.TheVSPB17DTUlocationwasalsoselected,becauseofitspositionontheoppositesideofthestudyarea,whichprovidedawindowintothepaleoenvironmentalhistoryonthestudyarea’sopposite(eastern)end.

2.4.3.2 Field Operations and Data Quality 

FieldoperationsduringthisthirdandfinalfielddeploymenttoconductunderwaterexcavationintheCedarTreeBeachstudyareawerecompletedoverjustathree‐dayperiod.Table11summarizestheprojectpersonnelinvolvedinthefieldeffort,andTable12detailsthesurveyvesselandinstrumentationused.Fieldactivitieswereperformedinessentiallythesamewayasthose

Table 11. Project personnel for underwater excavation of B17 DTU (October 2014) 

Name  Affiliation Survey Planning 

Field Work Data 

Processing Report 

Preparation 

David Robinson  URI‐GSO  X  X  X  X 

Norman Machado  URI  ‐  X  X  ‐ 

Michael Robinson  URI  ‐  X  X  ‐ 

Sean Davis  URI  ‐  X  X  ‐ 

Table 12. Survey vessel and instrumentation  

Equipment  Function  Description 

URI‐GSO R/V Lego  Dredging Equipment Platform 

2.5‐m square “dock‐block” portable raft equipped with marine archaeological dredging equipment 

Induction Dredge System  

Underwater archaeological excavation of submerged sediments in 10‐cm levels  

Honda water‐pump attached to 8‐cm diameter dredge‐head and exhaust hose fitted with 3‐mm to 6‐mm mesh bags at its end to act as a screen 

Garmin GPS Map 76 Portable GPS 

Navigational position Positional accuracy approximately + 2 m at the study area 

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aboveinSection3.1.2forthecompletionoftheS2DTU(i.e.,excavationwascompletedusingtheclearplexiglasscofferdambyareducedfieldcrewusingR/VLego,thesmall,portable,modularexcavationequipmentplatform.PositioningoftheB17DTUlocationforexcavationwasaccomplishedusingthehandheldGPSunit,withtheprecisepositionofthearchaeologicaltestinglocationconfirmedbyrelocatingthesmalldepressionleftinthebottombytheVSPattheB17VSPprobe‐point.

2.4.3.3 Assessment of Field Operations and Data Acquisition Procedures 

Thecombinationofexperience,alongwiththecolder,clearerwatersofautumn,ledtoimprovedefficiencyinfieldoperations.ExcavationoftheB17DTUdowntoamaximumdepthof1.8mbelowthesurfaceofthebayfloorproceededefficientlyandquicklywithallequipmentworkingasexpected.ExcavationanddocumentationoftheB17DTUrequiredjust9hourstocomplete,therebyrepresentingasignificantimprovementintheoverallamountoftimerequiredtoexcavatea1x1mDTUinsimilarconditions.Uponthecompletionofthedocumentationwork,theB17DTUwasbackfilledwithcleanbuilder’ssandinthesamemannerastheS2DTUwasbackfilled.

2.5 Greenwich Bay: Vibracoring Offshore of Cedar Tree Beach 

2.5.1 Vibracore Equipment Testing 

2.5.1.1 Justification and Goals  

Vibracoringisausefulcoringmethodology,particularlyinsandyenvironmentswhereothertraditionalcoringmethodsbecomedifficult.Withseveralcoringoperationsbeingplannedinbothnearshoreandoffshoreenvironments,atestofourvibracoringequipmentwasperformedtohelpdeterminethemostsuitablesetup.

2.5.1.2 Field Operations and Data Quality 

FieldworkatGreenwichBaybeganonJune26,2014.Table13summarizestheprojectpersonnelinvolvedinthefieldeffort,andTable14detailsthesurveyvesselandinstrumentationused.Personnelwereselectedbasedonavailabilityandexperience.

Table 13. Project personnel for vibracoring offshore of Cedar Tree Beach (2014) 

Name  Affiliation Survey Planning 

Field Work Data 

Processing Report 

Preparation 

Brian Caccioppoli  URI‐GSO  ‐  X  X  ‐ 

Danielle Cares  URI‐GSO  ‐  X  X  ‐ 

Casey Hearn  URI‐GSO  ‐  X  X  ‐ 

Chip Heil  URI‐GSO  X  X  X  ‐ 

John King  URI‐GSO  X  X  X  X 

 

 

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Table 14. Survey vessel and instrumentation 

Equipment  Function  Description 

URI‐GSO pontoon boat 

Survey vessel 28' custom surveying/coring barge with modified A‐frame, moon pool, and 5,000 lb capacity winch 

Vibracore system  Sediment coring  Rossfelder P‐3 Vibra‐Percussive system with 60‐m working depth, accommodating 3‐ or 4‐inch core barrels typically 3–6 m in length. 

Garmin GPS Map 76 Portable GPS 

Navigational position 

Positional accuracy approximately + 9 ft at the study area 

ThevibracoringsystemwastransportedtoGreenwichBayontheR/VShannaRose.ThepontoonboatwastraileredtoPonaugMarinainWarwick,RI,launched,andtransitedtoGreenwichBaytorendezvouswiththeR/VShannaRose.Thegeneratorset("genset")andvibracoreheadweretransferredtothepontoonboat,andthepontoonboatreturnedtothemarinaforpre‐coringsetup.Theboatwassuccessfullyriggedforvibracoring,andthevibracoringsystemwasbrieflypoweredonatthedock.

CoringoperationsbeganonJune27,2014.ThepontoonboatwastransitedtotheCedarTreeBeachstudyarea.AhandheldGPSwasusedtorecordthecore’slocationandaportabledepthfindermeasuredthewaterdepth.TheboatwasanchoredusingtwoDanforthanchorsfromthebowandazincweightdeployedfromthestern.A3‐mlong,4‐inchdiameterPVCcorebarrelwasfittedwithastainless‐steelcorecutterandcorecatcherandattachedtothevibracorehead.Thevibracoringsystemwasloweredbyhydraulicwinchtotheseafloorandpoweredon.Afterafulldrivewasachieved,thevibracoringsystemwaspoweredoffandpulledbacktothesurface.Thecorebarrelwasdetachedfromthevibracoreheadandtherecoveredsedimentwasmeasuredtobe306.5cm.Thecorebarrelwascappedandstoredfortransit.Table15summarizesthecorecharacteristics,andFigure6illustratesthelocationofrecoveredcore(CTB‐14).

Table 15.  Core characteristics. 

ThepontoonboatwasreturnedtothemarinaandthevibracoringgearandboatwerebroughtbacktoURI‐GSOforstorage.

Core Name  Type  Sediment Depth (cm) 

CTB VC‐14  Vibracore  0–306.5 

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thesub‐surfacegeology,withthegoalofidentifyingburiedterrestrialdeposits.Identifiedterrestrialdepositscanbedepthcorrelatedwithsub‐bottomprofilerdataandmappedthroughoutthestudyarea.ThispaleolandscapereconstructionpairedwithexistingarchaeologicaldataatCedarTreeBeachenablesasite‐specificassessmentofarchaeologicalsensitivity.

2.5.2.2 Field Operations and Data Quality  

FieldoperationsbeganonDecember15,2014.Table16summarizestheprojectpersonnelinvolvedinthefieldeffort,andTable17detailsthesurveyvesselandinstrumentationused.Onceagain,personnelselectedforthisfieldoperationwasbasedonavailabilityandexperience.

Table 16. Project personnel for additional vibracoring in the Cedar Tree Beach area (2014) 

Name  Affiliation Survey Planning 

Field Work Data 

Processing Report 

Preparation 

Brian Caccioppoli  URI‐GSO  X  X  X  X 

Mike Dalton  URI‐GSO  ‐  X  ‐  ‐ 

Casey Hearn  URI‐GSO  X  X  ‐  ‐ 

John King  URI‐GSO  X  X  X  X 

Table 17. Survey vessel and instrumentation 

Equipment  Function  Description 

URI‐GSO pontoon boat  Survey vessel 28' custom surveying/coring barge with modified A‐frame, moon pool, and 5,000 lb capacity winch 

Vibracore system  Sediment coring  Rossfelder P‐3 Vibra‐Percussive system with 600‐m working depth, accommodating 3‐ or 4‐inch core barrels typically 3–6 m in length 

Garmin GPS Map 76 Portable GPS 

Navigational position Positional accuracy approximately + 9 ft at the study area 

ThevibracoringsystemandtheURI‐GSOpontoonboatweretransportedtoPonaugMarinainWarwick,RI.Theboatwaslaunchedandmovedtoaslipwherethevibracoringsystemwasloadedandsetup.Aftersetupwascomplete,theboattransitedtoApponaugCove,justtothenorthwestoftheCedarTreeBeachstudyarea,andahandheldGPSwasusedtonavigatetoapreselectedcoringlocation.Waterdepthwasmeasuredbyaportabledepthsounder,andtheboatwasanchoredinposition.Avibracorebarrelwasassembled,attachedtothevibracoreheadandloweredtotheseafloor.Onceontheseafloor,thesystemwaspoweredon,andavibracorewascollected.Thesystemwaspoweredoff,andthecorebarrelwaspulledbacktothedeckofthepontoonboat.Therecoveredsedimentlengthwasmeasuredas200cmandthecorewascappedandstoredonthedeckoftheboat.

AfterasuccessfulrecoveryfromApponaugCove(Figure6,“ApponaugCoveB12014”),theboatwastransitedtotheCedarTreeBeachstudyarea.ThefirstcoringsitetargetedwasCTBVCH‐17(Figure6)ontheeastsideofthestudyarea.Thevibracoringprocedurewasrepeatedonceonstation.Recoveryofsedimentatthisstationprovedtobesignificantlymoredifficultduetoshallower(~1m)waterdepthsandcoarsersand.Withthreeattempts,twocoresweresuccessfullyrecovered,measuring60and80cminlength.Vibracoringthroughthiscoarsersandledtothecorecatchercomponentsbecomingdamaged.Typically,thecorecatcherpreventssedimentfromfallingbackthroughthecorebarrelwhenrecoveringthecore.Atthisstation,thecorecatcherswere

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damaged,reducingtheireffectivenessatpreventingsedimentloss.Onthelastattempt,allsedimentwaslostfromthecorebarrel.Duetothepoorrecovery,coringoperationswereended.TheboatandvibracoringequipmentweretransportedbacktoURI‐GSOforstorage.Table18summarizesthesedimentrecoveredatthecoringlocation.

Table 18. Sediment recovered at coring location 

Core Name  Type  Sediment Depth (cm) 

Apponaug Cove B1 2014  Vibracore  0–200 

CTB VC‐17 (CTB1)  Vibracore  0–60 

CTB VC‐17 (CTB2)  Vibracore  0–80 

2.5.2.3 Assessment of Field Operations and Data Acquisition Procedures 

ThecoringoperationatCedarTreeBeachprovedtobedifficultduetocoarsesediment.Recoveryofsedimentwasdifficultduetodamagetothecorecatchers,causingmuchofthesedimenttobelost.Asaresult,morerobustcorecatcherswerefabricatedforuseinfuturevibracoringoperationstoimprovetherecoveryofsedimentinthecorebarrels.Also,topromotesedimentrecovery,wereducedthecorebarreldiameterto3in.Theweightofthesedimentinthecorebarrelwouldbeconsiderablylighterandthereforewouldbelesslikelytodamagethecorecatchers.Forbetterchancesofsuccessduringthenextcoringoperation,itwascriticaltocoincidecoringoperationswiththepeakhightide,especiallyatthemoreinshorecoringlocations.

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3 2015 

3.1 Gorton Pond: Coring 

3.1.1 Justification and Goals 

AprimarygoalofthiscoringoperationwastoaddressanexistingdatagapinapreviouslycollectedLivingstoncore(GP‐13LC2D1,seeSection2.3).Theuppermostsectionofthiscorewasdeterminedtobetoolowqualityinthefieldduetopoorpreservationofstratigraphy.AdditionalBiologicalandLivingstoncoreswerecollectedatnearbysitesalongthepondtocontributetothelocalpaleoenvironmentalreconstructionproducedbyMorissette(2014).

3.1.2 Field Operations and Data Quality 

Figure7illustratesthelocationofthecoresrecoveredduringthecoringeffort,andTable19summarizestheprojectpersonnelinvolvedinthefieldeffort.DuetothickicecoverofGortonPond(~30cm),coringoperationswereconductedwithouttheuseofacoringplatform.BeginningonthemorningofMarch11,2015,thecoringgearwasloadedintoatruckandtransportedfromURI‐GSOtoGortonPond.Uponarrival,allcoringgearwashandcarriedorpulledontobogganstothecoringlocation,whichwaslocatedusingthehandheldGPS.Aholeintheicewasopenedusinganiceaugerateachlocation,andthewaterdepthwassubsequentlymeasured.First,biologicalcoreswerecollectedatthreeseparatelocations.CoringoperationswerethenswitchedtoLivingstonecoring,inwhichtwomulti‐drivesedimentcoreswerecollectedveryneartothefirstandthirdbiologicalcorelocations.AllcoreswereproperlypackagedonsiteandtransportedbacktoURI‐GSOforstorage,processing,andanalysis.

 

 

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Figure 7.Pond, WBasemap o

 Location ofarwick, Rhoorthophotogra

f sediment code Island ph source: ESR

cores (GP 15

RI ArcGIS online

 26

5‐1, GP 15‐2,

e—"World Ima

, and GP 15‐

agery" 

‐3) obtainedd in Gorton 

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Table 19. Project personnel for Gorton Pond coring (2015) 

Name  Affiliation Survey Planning 

Field Work Data 

Processing Report 

Preparation 

Brian Caccioppoli  URI‐GSO  ‐  X  ‐  ‐ 

Casey Hearn  URI‐GSO  ‐  X  ‐  ‐ 

John King  URI‐GSO  X  X  X  X 

David Robinson  URI‐GSO  X  X  X  X 

Michael Robinson  URI‐GSO  ‐  X  ‐  ‐ 

Noah Robinson  URI‐GSO  ‐  X  ‐  ‐ 

Table 20. Survey vessel and instrumentation 

Equipment  Function  Description 

Livingston‐type coring system 

Sediment coring Optimized for use in lakes containing up to 25 m of post‐glacial sediment; obtains continuous 1–1.5 m core sections through a cased hole 

Biological‐type coring system 

Sediment coring  <2 m coring capacity; 2.4 m polycarbonate liner; optimized for use in flocculent or loosely compacted sediments 

Garmin GPSMap 76 Portable GPS 

Navigational position Positional accuracy approximately + 9 ft at the study area 

Note: No coring platform or vessel required due to thick ice cover. 

Thefollowingtablesummarizesthecharacteristicsoftherecoveredcores.

Table 21. Characteristics of recovered cores 

Core Name  Type  Sediment Depth (cm) 

GP15‐1  Biological  0–189 

GP15‐1  Livingston, Drive 1  169–286 

GP15‐1  Livingston, Drive 2  286–356 

GP15‐2  Biological  0–203 

GP15‐3  Biological  0–186 

GP15‐3  Livingston, Drive 1  170–287 

GP15‐3  Livingston, Drive 2  287–304 

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3.1.3 Assessment of Field Operations and Data Acquisition Procedures 

Allcoresweresuccessfullycollected,withnonotabledisturbancesorgapsinthesedimentrecord.Biologicalcoresmaintainedgoodsediment/waterinterfaces,andtheobjectivesofthefieldeffortwereachieved.

3.2 Greenwich Bay – Cedar Tree Beach: Vibracoring 

3.2.1 Justification and Goals  

TheprimarygoalofcollectingadditionalvibracoresattheCedarTreeBeachsitewastoaidintheconstructionofasite‐specificgeologicframework.Numerouspre‐contactperiodNativeAmericanstonetoolshavebeenfoundalongthebeachatCedarTreeBeach.Withouthavingidentifiedasource,terrestrialgeologicstratumandthenearpristinenatureofthetoolssuggeststhattoolsarepreservedinashallowburiedterrestrialsettingjustoffshoreofCedarTreeBeach.Thus,anadditionalgoalwastocapturethelongestpossiblevibracoreandidentifyanypotentialterrestrialdepositscontainedwithinthecore.

3.2.2 Field Operations and Data Quality 

SelectedvibracorelocationswereplannedtoprovidegeologicalcontextoftheCedarTreeBeacharchaeologicalsite.Forefficientsitecharacterization,atransectapproachwasfavored.Coringsiteswereplannedinthree‐coreshore‐parallelandthree‐coreshoreperpendiculartransects.Vibracoringfieldoperationstookplaceoverthreedays:May14,May20andMay21,2015.Table22summarizestheprojectpersonnelinvolvedinthefieldeffort,andTable23summarizestheinstrumentationused.

Table 22. Project personnel for Greenwich Bay – Cedar Tree Branch vibracoring (2015) 

Name  Affiliation Survey Planning 

Field Work Data 

Processing Report 

Preparation 

John King  URI‐GSO  X  X  X  X 

Mike Dalton  URI‐GSO  ‐  X  ‐  ‐ 

Casey Hearn  URI‐GSO  ‐  X  ‐  ‐ 

Brian Caccioppoli  URI‐GSO  X  X  X  X 

Chip Heil  URI‐GSO  ‐  X  ‐  ‐ 

 

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Table 23. Survey vessel and instrumentation 

Equipment  Function  Description 

URI‐GSO pontoon boat  Survey vessel 28' custom surveying/coring barge with modified A‐frame, moon pool, and 5,000 lb capacity winch 

Vibracore system  Sediment coring  Rossfelder P‐3 Vibro‐Percussive system with 600‐m working depth, accommodating 8‐ or 10‐cm core barrels typically 3–6 m in length 

Garmin GPS Map 76 Portable GPS 

Navigational position Positional accuracy approximately + 9 ft at the study area 

BeginningonMay14,2015,allvibracoringequipmentandthepontoonboatweretransportedtoPonaugMarinainWarwick,RI.Thepontoonboatwaslaunchedattheboatrampandpulledintoatransientsliptore‐rigtheboatforvibracoreoperations.Atripodcoringframewaserectedandcenteredovertheboat’smoonpool,andthevibracoreheadwasraisedintopositionviatheboat’shydraulicwinchandsecuredfortransit.UsingthehandheldGPSfornavigation,theboatwasdriventotheCedarTreeBeachstudyareaandstationedonthefirstcoringlocationCTB‐VC10‐1.Acorecutterandcorecatcherwereattachedtoapreviouslyprepared4‐indiameterPVCcorebarrel,whichwasthenaffixedtothevibracorehead.Thevibracorewaspoweredonbythegeneratorandloweredforcorecollection.Afterrefusal,thevibracorewaspoweredoffandraisedtothesurfacebythehydraulicwinch.Thecorebarrelwasthendisassembled,recoverylengthwasmeasuredandthecorebarrelwascapped.WaterdepthsweretooshallowtocontinuecoringattheCedarTreeBeachstudyarea.AsecondcorewascollectedinnearbyApponaugCove(ApponaugCove2015‐1).Coringoperationswerecompletefortheday,andtheboatwastransitedbacktoPonaugMarina.

CoringoperationscontinuedonMay20,2015andMay21,2015.Duringthistwo‐dayconsecutivespan,fiveadditionalvibracoreswerecollectedfollowingthemethodologydetailedabove.Figure8illustratesthelocationofrecoveredcores.

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Figure 8.Basemap o

Thefollow

Table 24

Co

CTB VC‐4

CTB VC‐5

CTB VC‐9

CTB VC‐6

CTB VC‐1

CTB VC‐1

Apponau

 Location oforthophotogra

wingtablesu

. Characteri

ore Name 

 

 

 

 

0/1 

0/2 

g Cove 2015‐1

f cores obtaiph source: ESR

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stics of reco

Type

Vibrac

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ined at CedaRI ArcGIS online

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 30

ar Tree Beace—"World Ima

risticsofreco

Sediment Dept

0–83 

0–116.5

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0–210 

0–288 

0–284 

0–300 

ch and nearbagery" 

overedcores

th (cm) 

by Apponau

.

ug Cove 

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3.2.3 Assessment of Field Operations and Data Acquisition Procedures 

Severalchallengesneededtobeaddressedduringfieldoperations.Thefirstdayofcoringoperations(May14)waseffectivelycutshortduetotheremainingcoringsitesbeingtooshallowtoaccesswithoutbeingathigherpointinthetidalcycle.

Onthesecondday(May20),coringsiteCTBVC‐4provedtobechallenging.Onthefirstattemptatthissite,thecorebarrelwentintotheseaflooronanotableangle.Whentryingtoretrievethecore,theboltssecuringthecorebarreltothevibracoreheadrippedthroughthePVCcorebarrel,detachingthevibracoreheadfromthebarrel.Duetoshallowdepths,thecorebarrelwasstillprotrudingthroughtheboatmoonpoolandwaseventuallyrecovered.Asecondattemptatthiscoresiteachievedbetterpenetration;however,whenthecorebarrelwasretrievedandinspected,thecorecatcherwasdestroyed,andnosedimentrecoverywasachieved.

Onallthreedays,recoverywassignificantlylessthanthelengthofthe3‐mcorebarrel.Mostcorecatchershadsignificantdamageuponinspectionfollowingthecoringattempt.Also,thelargediameterofthecorebarrellikelypreventedmaximumsedimentpenetration.Ultimately,itwasdeterminedthata7.6‐cmsteelcorebarrelwouldlikelyyieldbettercoringresults.

3.3 Block Island: Reconnaissance Excursions (May, June)  

3.3.1 Justification and Goals 

TworeconnaissancefieldexcursionsweremadetoBlockIslandonMay29andJune14,2015.BlockIslandislocated21kmsouthofmainlandRhodeIslandandcenteredintheproject’sBlockIslandstudyarea.Accessibleonlybyferry,boat,orsmallplane,fieldworkstagedfromBlockIslandrequiresmoreextensivelogisticalplanningthanfieldworkstagedfrommainlandRhodeIsland.Thegoalsofthe2015SpringfieldreconnaissanceexcursionstoBlockIslandweretoassessonsitelogisticsforaccessingtheisland’sWashPondandFreshPondforcoringoperations;conductlow‐tidewalkoversurveyoftheintertidalzoneonBlockIsland’sWestBeachtophoto‐document,recordGPSlocations,andcollectsamplesofexposedpeatdepositsandtreestumpsingrowpositionsreportedtobevisibleandaccessible;andevaluatethearea’spotentialtowarrantfurthergeoarchaeologicalinvestigation.

3.3.2 Project Personnel (Table 25) 

3.3.3 Field Operations and Data Quality 

LandsadjacenttoWashandFreshPonds(Figure9)wereexaminedduringtheMay29,2017fieldreconnaissanceexcursiontoidentifylogisticallyoptimaloptionsforaccessingbothpondswithURI‐GSO’ssmallportable,modularcoringplatform—theR/VLego.Table25summarizesthepersonnelinvolvedwiththefieldeffort.Nosurveyvesselwasused;allfieldworkwasperformedfromshore.Instrumentationduringthefieldreconnaissanceexcursionsincludedadigitalcamera,ahandheldGarminGPSforrecordingthelocationsofexposedpeatdepositsandtreestumpsforsubsequentplottinginArcGIS,andaHaglöfincrementborer(foracquiringwoodsamplesfromthetreestumps).

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Figure 9.Purple shaImagery" 

 Locations oding shows stu

of geoarchaeudy area locati

eological invons. Basemap 

 32

vestigations orthophotogr

at West Bearaph source: ES

ach, Block IsSRI ArcGIS onli

sland. ne—"World 

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Table 25. Project personnel for Block Island reconnaissance excursions (2015) 

Name  Affiliation Survey Planning 

Field Work Data 

Processing Report 

Preparation 

David Robinson  URI‐GSO  X  X  X  X 

Tim Dencker  Copenhagen University 

‐  X  ‐  ‐ 

Brian Cacciopoli  URI‐GSO  ‐  X  ‐  ‐ 

ItwasdeterminedthataccesstoWashPondwouldrequiretransportingthecoringequipmentandplatformtotheislandbytruckontheferryandthendownWestBeachRoadtothebeach.Fromtheendoftheroad,whichterminatesatthebeach,coringequipmentandpartiallyassembledsectionsoftheR/VLegocoringplatformwouldthenhavetobehandcarrieddownthebeachtobeassembledforlaunchingintoWashPondfromitswesternshore.AccesstoFreshPondwasdeterminedtobeoptimalfromitssouthernshore,whichwouldrequireobtainingpermissiontoparkandcarrytheequipmentanddisassembledcoringplatformcomponentsacrossprivatepropertytothepond.

WalkoversurveyoftheWestBeachfieldreconnaissanceareaconductedonMay29,2017documentedfiveareasofintertidalpeatdeposits(designatedPeatAreas1through5),thenorthernmostofwhichincludedthreetreestumpsandmultiplesmallsaplingstumpsingrowthpositions.Thesepeatdepositsandtreestumpswereexaminedandphoto‐documented.SamplesoftheshorewardandseawardtreestumpswererecoveredseparatelywiththeHaglöfincrementborer(cleanedbetweensamples)forradiocarbondating.Severalofthepeatdepositsappearedtoextendoutintothewaterbeyondthelow‐tidelevel—insomecasesasignificantdistance(ca.50m)—basedonthedarkappearanceoftheseafloorinareasofexposedpeatthatcontrastedwiththeotherwiselighter‐coloredsandyseafloor.Theexposedpeatwasobservedtohaverocksandpiecesofwoodfragmentsofrootsandbranchesofvaryingdiameterandsizeembeddedinit.Theobservedstratigraphyintheareaswithpeatconsistedof:1)anupperlayerofcoarsesand,gravel,cobblesandboulders;2)amiddlelayerofpeat;and3)alowerlayerofgrayclaywithorganicinclusions.

Basedonfieldobservations,itwasassumedthattheexposedintertidalpeatdepositsrepresentedasmallvisiblewindowofamuchlargerandmoreextensivepeatdeposit,possiblyassociatedwithacoastalpondorswampthatwaspartiallyburiedbeneaththecoarsesand,gravel,cobbles,andbouldersthatcomprisemuchofthissectionofWestBeach’supperstratigraphiclayer.Asmallsurfacescoop‐sampleofthepeatinPeatArea5wasalsoremovedforsieving,microscopicanalysis,anddating.SamplesandGPSpositionsfortheexposedendsofallfiveofthepeatdepositsandforallthreeofthetreestumpswerecollectedandrecordedduringthesecondreconnaissanceexcursiontotheWestBeachareathatwasmadeonJune14,2015.Additionallogisticalplanningoffuturefieldworkwasalsodonewhileoutontheisland.

3.3.4 Assessment of Field Operations and Data Acquisition Procedures 

FieldoperationsweresuccessfulinevaluatingthelogisticalconstraintsofconductingfuturesedimentcoringoperationsinWashandFreshPondsonBlockIsland.ThewalkoverreconnaissanceofthesectionofWestBeachwithitsexposedpeatdeposits,treestumps,andotherintactandexposedelementsofglacialandpost‐glacialstrataindicatedthattheareaimmediately

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offshorehadhighpotentialforcontainingelementsofanarchaeologicallysensitivesubmergedpaleoculturallandscapethatwarrantedfurthergeoarchaeologicalinvestigationandmapping.

3.4 Block Island – Wash Pond: Coring 

3.4.1 Justification and Goals  

WashPondisasmallbrackishsaltpondlocatedonthenorthernpeninsulaofBlockIsland,RI(Figure10).ThepondisimmediatelyadjacenttotheWestBeacharchaeologicalsiteidentifiedduringunderwaterarchaeologicalinvestigationsbytheprojectteam.Thecloseproximityofthepondtoboththearchaeologicalsiteandthemodernbeachcreateauniquesitewiththepotentialforbothastormoverwashrecordatthewestedgeofthepondandhigh‐qualitypaleoenvironmentalrecordnearthecenter.SimilartotheapproachwithGortonPond,twocoringsystemswereimplemented:theBiologicalcoringsystemtocapturethesediment‐waterinterfaceandpreservethecoretop,andtheLivingstoncoringsystemtoextractthelongestrecordpossible.

TheremotesiteatWashPondpresentednumerouslogisticalchallenges;thereisnoroadaccesstoWashPondandnoboatramp,anditisseparatedfromthesurfzonebya45‐mwidebermofbeachsandandcobbles.Inaddition,theclosestroadaccesspointtothebeachismorethan350mtothesouth.

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Figure 10Basemap o

3.4.2 Fi

OnJune2partiallyuseofaptransportsafetyraicoringopvehicleswpointatt

0. Location oorthophotogra

ield Operati

25,2015,areassembledsuportabledocktedtoandasiling,thede‐cperationsandweretranspothewestend

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entedboxtruub‐sectionsok‐blockplatfossembledintconstructibledcanbepowortedtoBlocofWestBea

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ta Quality 

uckandaURofthecoringorm,whichcthefield.LoaeandportabweredbyoneckIslandontchRoad.Plat

 35

ned at Washe—"World Ima

RIpickuptrucgplatform.Tconsistsofmadedwithcorleassemblagormoreportheferryandtformsection

h Pond, Blocagery” 

ckwereloadThedifficultsmodularplastringgearandgeprovidesartableelectridthendrivennswerecarr

ck Island, Rh

dedwithcorisitelocationnticblocksthadcrewandseastableworkictrollingmontothecloseriedalongWe

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inggearandnecessitatedatcanbeecuredbyakingplatformotors.ThestroadaccesestBeachfor

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finalassemblyontheshoreofWashPond.Table26summarizesthepersonnelinvolvedwiththefieldeffort,andTable27detailstheinstrumentationused.

Table 26. Project personnel for Block Island – Wash Pond coring (2015) 

Table 27. Survey vessel and instrumentation 

Equipment  Function  Description 

Livingston‐type coring system 

Sediment coring 

Optimized for use in lakes containing thick post‐glacial sediment; obtains continuous 1–1.5 m core sections, used through a cased hole for recovery in deep water 

Biological‐type coring system 

Sediment coring  <2 m coring capacity; 2.4 m polycarbonate liner; optimized for use in flocculent or loosely compacted sediments 

Garmin GPS Map 76 Portable GPS 

Navigational position Positional accuracy approximately + 9 ft at the study area 

Nobathymetrydatawasavailableforthesmallpond,soabriefdepthsurveywasundertakenpriortocoringoperations.Asmall,portablefishfinderwasmonitoredfordepthsoundingsalongtwotransects,oneeast‐westandanothernorth‐south,tolocatetheareaofthepondlikelytocontainthethickestsedimentrecord.Theseuncorrelateddepthtransectswerespecificallyintendedtoinformthechoiceofcoringlocationsforthisfieldprogramandwerenotappropriateforuseasrecordedbathymetry.

Twocoringlocationswerechosenforthepond(Figure10);acentrallocationnearthedepositionalcenterofthepondandasiteonthewesternedgejustbeyondtheslopeoftheoverwashsanddeposit.Theselocationswerechosentoprovidethemostcompletepaleoenvironmentalandstormrecordspossiblewhileavoidingsiteswithsedimentconditionsthatwerenotconducivetoeffectivecoringwithourequipment.

Bothbiologicalcoresrecoveredadequatelylongsectionsandterminatedinstifflayer,precludingtheneedforadditionalcoresofthistypeinthepond.AlthoughBiologicalcoreWP15‐2Biomissedthesediment‐waterinterface,WP15‐1LCdidnot.ALivingstoncorewasalsotakenatthewesterncoringsite,managingtwodrivesforacumulativerecoveredlengthof130cm.Thiscorestartedfromadepthof74cm(theuppersectionalreadyrepresentedbythebiologicalcorefromthissite)andconsistedoftwodrives(74–176cmand176–204cm).Thewaterdepthsatthetwocoringsitesweresimilaratapproximately2.1m,themaximumobserveddepthofthepond.

Thefollowingtablesummarizesthecharacteristicsofrecoveredcores.

Name  Affiliation Survey Planning 

Field Work Data 

Processing Report 

Preparation 

John King  URI‐GSO  X  X  X  X 

Sean Scannell  URI‐GSO  ‐  X  ‐  ‐ 

Casey Hearn  URI‐GSO  X  X  ‐  X 

Noah Robinson  URI‐GSO  ‐  X  ‐  ‐ 

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Table 28. Characteristics of recovered cores 

Aftertheconclusionofcoringactivities,theplatformwasdisassembledandreturnedtotheUniversityduringdemobilizationthefollowingday.

3.4.3 Assessment of Field Operations and Data Acquisition Procedures 

CoringoperationsonWashPondwerelargelysuccessfuldespitethesubstantialchallengeoftransportingequipmenttoandfromthesite.Theprocessofcarrying3x3dock‐blocksectionsalongthebeachbyhandwasextremelylaborintensiveandtimeconsuming,thoughfewalternativeswereavailable.Attemptsweremadetofloatsomesectionsinthesurfanddragthemfromtheroadaccesspointtothebermadjacenttothepond,butthiswasalsodifficultandslowespeciallygiventhehighwindconditionsonbothdays.Amoreattractivemethodofgettingtheplatformclosetothecoringsitesmayhavebeentofullyassembletheplatformclosetotheroadaccesspoint,launchitandtowitthroughthesurfzone,anddragitacrossthebermtothepond.However,weatherconditionsatthesitewouldhavetopermitthisapproach.Thefullyassembleddock‐blockplatformisalsoprohibitivelyheavyandonlyreluctantlyslidesdownslopeacrossthesand.Withnootherboataccesstothepondandtheabsoluteneedforastableworkingplatformtoperformcoringoperations,thedock‐blockplatformultimatelyprovedasuccessfulmethodinanotherwiseinaccessiblelocation.

3.5 Block Island – West Beach: Geoarchaeological Investigation 

3.5.1 Justification and Goals  

WalkoverreconnaissanceofthesectionofWestBeachwithitsexposedpeatdeposits,treestumps,andotherintactandexposedelementsofglacialandpost‐glacialstrata(Figure9)indicatedthattheareaimmediatelyoffshorehadhighpotentialforcontainingelementsofanarchaeologicallysensitivesubmergedpaleoculturallandscapethatwarrantedfurthergeoarchaeologicalinvestigationandmapping.

3.5.2 Field Operations and Data Quality 

Aweekofnon‐disturbancegeoarchaeologicalvisualexaminationandmappingbyarchaeologicaldiversfromBOEM,URI,andformerstaffmembersofNITHPOwhohadtransitionedtobeingfull‐timeURIundergraduatestudentswasconductedintheWestBeachstudyarea(Figure9)betweenJune21andJune27,2015.Table29summarizesthepersonnelinvolvedwiththefieldeffort.Nosurveyvesselwasrequired;allfieldworkanddivingoperationswerestagedfromshore.InstrumentationincludedahandheldGarminportableGPSunitandaGoProHero‐4(Black)digitalhigh‐definitionunderwatervideo/stillcamera.

Core Name  Type  Sediment Depth (cm) 

WP15‐1Bio  Biological 188.4 cm of sediment recovered, sediment‐water interface missed 

WP15‐2Bio  Biological  0–167 

WPC15‐1LC  Livingston  Drive 1: 74–176 cm; Drive 2: 176–204 cm 

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Table 29. Project personnel for the Block Island – West Branch geoarchaeological investigation (2015) 

Name  Affiliation Survey Planning 

Field Work Data 

Processing Report 

Preparation 

David Robinson  URI‐GSO  X  X  X  X 

Chali Machado  URI  X  X  X  ‐ 

Norman Machado  URI  X  X  X  ‐ 

Brian Jordan  BOEM  X  X  ‐  ‐ 

Melanie Damour  BOEM  ‐  X  ‐  ‐ 

Doug Jones  BOEM  ‐  X  ‐  ‐ 

FieldpersonneltransitedtoandfromBlockIslandviaferriesoutofPointJudith,RhodeIsland,onadailybasisforthedurationofthedeployment.Adayoffieldworkwaslosttoinclementweather(strongsouthwesterlywinds),butconditionsfortheremainderofthefielddeploymentweregoodwithunderwatervisibilityrangingfromapproximately2to10m.Thisexcellentunderwatervisibilityallowedforhigh‐qualityunderwaterobservations,note‐taking,andvideo‐andphoto‐documentation.Fieldworkfocusedonsystematicvisualexploration,mapping,andcharacterizationofthesurfaceofthesubmergedseafloorintheareasextendingseawardoftheexposedintertidaldepositsofpeat.Thissystematicmappingwasaccomplishedbyinstallinga100‐mlongbaselinetapeonshore,orientedparalleltothebeach’sgenerallynorth‐southaxis,fromwhichaseriesof10‐mspaced,50‐mlongtape‐measuredsurveyedtransectswereextendedoutintothewater.Eachofthesetransectswassurveyedvisuallyandvideo‐documentedbydiverswhorecordedtheirobservationsonanunderwaterslateastheyswamthedistanceofthemeasuring‐tapetransect.Thenorthernendofthebaselinecorrespondedwiththelocationofthenorthernmost,documented,exposedintertidalpeatdeposit(containingthethreetreestumps).ThepositionsoftheendsofthebaselineandthesurveytransectswererecordedwiththehandheldGPS,whichreportedpositionaccuraciesof+/‐2.5m.Inadditiontothesystematicvisualsurveyoftheseafloor,thearchaeologicaldiversalsoperformednon‐patternedexplorationoftheseafloor.Aconcentrationofthreepiecesofquartzchippingdebrisfoundembeddedinthesub‐tidal,exposedportionofthenorthernmostpeatdeposit(i.e.,theonecontainingthethreetreestumps)werevideo‐documentedunderwaterinsitu,theirlocationrecordedusingGPS,andthepiecesrecoveredbyURI‐GSO,wheretheyarepresentlystored.

3.5.3 Assessment of Field Operations and Data Acquisition Procedures 

Fieldoperationswentsmoothly,althoughthedailytransitstoandfromtheislandsomewhatlimitedthenumberofactualfieldworkhoursthatwereavailableeachday.Basedonthisfact,itwasdeterminedthatforfuturefielddeploymentsitwouldbelogisticallybettertorentlodgingon‐islandforamajorityofthefieldteamandmakeperiodictripsbacktotheURI‐GSOtorefilltheprojectdivers’aircylinders(thereisnoAmericanAcademyofSciences‐approvedair‐fillstationonBlockIsland).Dataacquisitionprocedureswereeffectiveinobtainingsystematicallyrecordedvisualdescriptionsandvideo‐documentationofthediver‐surveyedtransectsandotherinvestigatedareasoftheseafloorwithinthenorthernpartoftheWestBeachstudyarea.ItwasconcludedattheendofthefieldworkthatadditionalfieldinvestigationofthesubmergedportionoftheWestBeachstudyareawaswarrantedandshouldfocusonthesouthernhalfoftheareathatextendeddowntothesouthernmostareaofexposedintertidalpeat.

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3.6 Greenwich Bay: Geophysical Investigation 

3.6.1 Justification and Goals 

ApreviousCHIRPsub‐bottomsurveyeffortconductedin2006produced24parallelsub‐bottomlinesat300‐mspacing,withbroadcoveragethroughoutGreenwichBay.InterpretationofthisdatasetwasprovidedinMorissette(2014).Severalprominentacousticreflectorsrepresentinggeologicerosionalunconformitieswereidentifiedandmappedwithinthestudyarea.Inparticular,reflectorsrepresentingtheravinementsurface(marineunconformity)andacousticbasement(lowestidentifiedreflector)weredigitized.Twointerpolatedsurfacesrepresentingthesepaleolandscapes(depthtoravinementsurfaceanddepthtoacousticbasement)weregenerated.Itbecameclearthatthe300‐mlinespacingwithnoperpendicularcrossinglineswasinsufficientforproducingpaleolandscapereconstructionswithenoughdetailtoinformarchaeologicalsensitivitymodels.Toimprovethepaleolandscapereconstructions,100‐mlinesand300‐mperpendiculartielinesweresurveyedacrosstheGreenwichBaystudyarea.

3.6.2 Field Operations and Data Quality 

Sub‐bottomprofiledatawerecollectedoverfourdays:June29–30,July2,andJuly26,2015.BeginningonJune29,thepontoonboat,CHIRPsub‐bottomprofilerandancillaryequipmentweretransportedfromURI‐GSOtoPonaugMarinainWarwick,RI.Table30summarizesthepersonnelinvolvedwiththefieldeffort,andTable31detailstheinstrumentationused.

Table 30. Project personnel for Greenwich Bay geophysical investigation (2015) 

Name  Affiliation Survey Planning 

Field Work 

Data Processing 

Report Preparation 

Brian Caccioppoli  URI‐GSO  X  X  X  X 

Casey Hearn  URI‐GSO  X  X  ‐  ‐ 

Sean Scannell  URI‐GSO  ‐  X  ‐  ‐ 

Table 31. Survey vessel and instrumentation 

Equipment  Function  Description 

URI‐GSO Pontoon Boat  Survey vessel 28' custom surveying/coring barge with modified A‐frame, moon pool, and 5,000 lb capacity winch 

Teledyne Benthos CHIRP III, DSP‐664 Transceiver 

Sub‐bottom profiler Surface towed “catamaran” source producing a CHIRP waveform 2–7 kHz frequency sweep pulse with integrated hydrophones 

Applanix POS MV V4 Navigation & motion compensation 

Inertial Navigation System with two Trimble GNSS (Global Navigation Satellite System) receivers 

Theboatwaslaunchedatthemarinaandpulledintoatransientslipsothatthesurveyequipmentcouldbeloadedandsetup.Aftersetup,thepontoonboatandcrewtransitedtoGreenwichBayusingHypacksoftwarefornavigation.Priortothesurvey,surveylineshadbeencreatedattheestablished100‐mspacing(300mforperpendiculartielines).Astheboatapproachedthefirstsurveyline,theCHIRPsub‐bottomprofilerwasdeployedandslowlypaidoutaftofthesternand

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Duringdataacquisition,thebestdatacamefromthemiddleportionofGreenwichBay,wherepenetrationwashighest.Asthebayconstrictsonthelessenergeticwesternend,thesedimentsappearedtobegaseous,whichquicklyattenuatestheCHIRPsignal.TheeasternportionishigherenergywhereGreenwichBaymeetsthewestpassageofNarragansettBayandisdominatedbybroadsandyplatformsofgreaterreflectivity,whichalsoreducedpenetration.

Theonlynotablemishapduringthefour‐daysurveywasafailedvoltageregulatorontheoutboardmotor.ThiswasdiscoveredonJuly1,adayintendedforsurveying,butinsteadwasspentreplacingthepart.Surveyoperationswereresumedthefollowingday.

3.7 Mud Hole: EN565 Vibracores (August) 

3.7.1 Justification and Goals 

InAugust2012,ageophysicalsurveyoftheMudHolestudyareaproducedapartialcoverageside‐scanmosaicand37CHIRPsub‐bottomprofiles.Thesub‐bottomprofileswereprocessedandinterpretedinCaccioppoli(2015).Toground‐truththegeologicalinterpretationsofthesub‐bottomprofiles,sedimentcoreswerestrategicallyplannedtocaptureapparentlithologicalchanges.

3.7.2 Survey Procedures and Data Quality 

OnFriday,August21,2015,allcruiseequipment,includingsub‐bottomprofilersandvibracoringequipment,weretransportedtoSenescoMarineLLCinNorthKingstown,RI,wheretheR/VEndeavorwasdocked.Aquickfunctionalitytestofallequipmentwasperformedtoensurethatallequipmentrequiredforthecruisewasaccountedforandoperational.Table32summarizesthepersonnelinvolvedinthefieldeffort,andTable33detailstheequipmentused.

Table 32. Project personnel for EN565 vibracores (2015) 

Name  Affiliation Survey Planning 

Field Work 

Data Processing 

Report Preparation 

Brian Caccioppoli  URI‐GSO  X  X  X  X 

Sierra Davis  URI‐GSO  ‐  X  X  ‐ 

Casey Hearn  URI‐GSO  X  X  X  X 

Mitch Kennedy  URI‐GSO  X  X  X  ‐ 

Muckquashim Hopkins 

NITHPO  ‐  X  ‐  ‐ 

John King  URI‐GSO  X  X  X  X 

Chali Machado Narragansett 

Indian Tribe/URI 

‐  X  X  ‐ 

Norman Machado Narragansett 

Indian Tribe/URI 

‐  X  X  ‐ 

David Robinson  URI‐GSO  X  X  X  X 

Sean Scannell  URI‐GSO  X  X  X  ‐ 

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Table 33. Survey vessel and instrumentation 

Equipment  Function  Description 

R/V Endeavor  Survey vessel 

185' Ocean/Intermediate class research vessel with lab spaces, several winches and cranes and transducer well. Compliments 12 crew, 17 scientists and one marine technician 

Vibracore system  Sediment Coring Rossfelder P‐3 Vibra‐Percussive system with 600‐m working depth, accommodating 8‐ or 10‐cm core barrels typically 3–6 m in length 

Applanix POS MV V4 Navigation & motion compensation 

Inertial Navigation System with two Trimble GNSS receivers 

OnSunday,August23,2015,theR/VEndeavordepartedNorthKingstownandbeganitstransittoBlockIslandSoundtobegintheseismicreflectionsurveyingcomponentofthecruise.Thisportionofthecruiseisnotrelevanttothisreport.SurveyingcontinueduntilTuesday,August25,andtheR/VEndeavortransitedtotheMudHolestudyarea(Figure12).Onceonsite,shipoperationswereswitchedtovibracoring.Thefirststation,“VC‐01”,wasselectedduetoaverythick,fine‐grainedmarinemudlayeridentifiedinanexistingCHIRPsub‐bottomprofile.

Priortodeployment,thevibracoringsystemwaspreparedandassembled.Plasticcorelinerswereinsertedintothe6‐mcorebarrels.Thecorebarrel,cutter,andcatcherwereassembledandattachedtothevibracorehead.Toensurethattheentirevibracoringassemblyremaineduprightindeepwaterduringdeploymentandrecovery,apurpose‐builtassemblywithaseriesofweightsandfloatswasutilized.Theentirecoringassemblywasthendeployedaftofthestern,usingacablewinchrunthroughthesternA‐frame.Twodeck‐mountedair‐tuggerwincheswereusedintandemtopreventthecoringassemblyfromswingingwithvesselmotion.Asthevibracoringsystemwasbeingdeployed,fieldnoteswerekeptnotinglatitude/longitude,waterdepth,time,andmeasurementsofcabletension.Justbeforethevibracoringsystemreachedthebottom,thesystemwaspoweredon.Thecableoutandcabletensionweremonitoredtodeterminewhenafullcore/refusalwasachieved.Beforerecovery,thevibracoresystemwaspoweredoff.Onceondeck,thecorebarrelassemblywasremovedfromthevibracorehead,andthecorelinerextrudedfromthecorebarrel.Therecoveredsedimentlengthwasmeasured,andthecorewaspackagedandplacedincoldstorage.Thesevibracoringmethodswererepeatedateachsubsequentstation.CoringoperationswerecontinuedduringdaylighthoursandlasteduntilThursday,August27,with16coresattemptedand15successfullyrecovered.Attheendofcoringoperations,eachvibracorewascutinto1‐msegments,labeled,andpackagedfortransportbacktoURI‐GSO.

3.7.3 Assessment of Field Operations and Data Acquisition Procedures 

Vibracoringoperationswereverysuccessful,with15outof16attemptedvibracoresrecovered(Figure12).AtstationVC‐11,thecorebarrelbecameseparatedfromthevibracoreheadandwaslost.Thelongestsedimentcorerecoveredwas5.24minlengthfromstationVC‐01.Theshortestcorewas0.94mfromstationVC‐13,whichpenetratedagravellysandlithology.Preliminaryinterpretationsoftwosplitvibracoresindicatedrecoveryofbothmarinematerialandfine‐grainedlakesediment,representingbothmarineandterrestrialpaleoenvironments.ThesedimentdepthofobservedlithologychangeswasinexcellentagreementwithaprominentregionalreflectorinpreviouslyacquiredCHIRPsub‐bottomprofiles(Caccioppoli2015).

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4 2016 

4.1 Block Island – West Beach: Archaeological Investigation 

4.1.1 Justification and Goals 

Anon‐disturbanceunderwatervisualreconnaissancesurveyconductedin2015byafieldteamofarchaeologicaldiversfromBOEMandURIinthewatersoffofWestBeachidentifiedauniquesubmergedpaleoculturallandscape.Thissubmergedpaleoculturallandscapeappearedtobeextensiveandconsistedof1)depositsofexposedpeatextendingseawardfrompreviouslyidentifiedintertidalpeatdepositsonshoreand2)asub‐tidalconcentrationofquartzchippingdebrisfoundinsitu,embeddedinthesurfaceofalargeareaofpeat,whichwasproducedbypre‐contactperiodstonetoolmanufactureormodificationsthatoccurredwhentheareawassubaeriallyexposedland.ThesediscoveriesledURIandBOEMtoconcludethatadditionalunderwatergeoarchaeologicalinvestigationwaswarrantedin2016.Thegoalsofthe2016non‐disturbancevisualreconnaissancesurveyweretoexploreandmapsignificantelementsofthesubmergedpaleoculturallandscapepresentinthesouthernhalfoftheWestBeachstudyarea,aswellastoconductvisualreconnaissanceinvestigationsoftwo50‐mtransectsextendingseawardoflow‐reliefuplandareasonshorecontainingarchaeologicalsitesHDAD‐3andHDAD‐4toassesshowmuch,ifany,ofthesearchaeologicallysensitiveuplandcoastalgeologicalfeaturesandtheirculturaldepositswerepreservedinthewater.

4.1.2 Survey Procedures and Data Quality 

Twoweeksofnon‐patterned,non‐disturbance/minimaldisturbance,underwaterexploration,video‐documentation,andfeature‐mappingfieldworkwasconductedbetweenMay2andMay13,2016torecordtheextensivesubmergedpaleoculturallandscapeextendingintothenearshorewatersoffofWestBeach.Table34summarizesthepersonnelinvolvedwiththefieldeffort.

Table 34. Project personnel for Block Island – West Beach archaeological investigation (2016) 

Name  Affiliation Survey Planning 

Field Work Data 

Processing Report 

Preparation 

David Robinson  URI‐GSO  X  X  X  X 

Chali Machado  URI  ‐  X  X  ‐ 

Norman Machado  URI  ‐  X  X  ‐ 

Taylor Losure  URI  ‐  X  ‐  ‐ 

Brian Jordan  BOEM  X  X  ‐  ‐ 

Nosurveyvesselwasrequired;allfieldworkanddivingoperationswerestagedfromshore.InstrumentationincludedahandheldGarminportableGPSunitandaGoProHero‐4(Black)digitalhigh‐definitionunderwatervideo/stillcamera.Atrowel,awoodchiselandhammer,agouge‐augerhand‐operatedcorer(3x100cm)andlabeledplasticzip‐lockbagswerealsousedtocollectsmall(5to10cm3)woodandsedimentsamples.

GPSwasusedtomapfeaturesofthatlandscape,whichwasfoundtocontainfoursub‐tidaltreestumpsintheiroriginalgrowthpositions(onewithatoppledtrunk),anextensiveareaofexposedtree‐rootmat,anextensiveareaofexposedpaleosolswhichincludedapotentialhearthfeature,andasteppedseriesofstratigraphically‐andpaleoenvironmentally‐differentiatedwetland/pondsediments.Evidenceofaglacialoutwash‐tillbasementlayer,anoverlyingloesslayer,apaleosols

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layer,andthreedistinctlyseparatepeatlayersoverlyingthepaleosolswerealsorecordedandprovidedevidenceofthesequencingandtimingofhowtheareatransitionedfromawoodedlowarea,toamarsh,toabeach,andthentoaninundatedmarineenvironment.Detailsaboutthesedifferentpaleolandforms,theconditionsthatallowedthemtobepreserved,andtheprevailingpaleoenvironmentalconditionsthatwererepresentedonsitewereallnotedandconsideredaspartofthefieldworkthatwasperformed.Smallsamplesofthedifferentstratarepresentedinthepaleolandforms,includingtheexposed,fire‐impingedsurfaceofthepaleosolswithinthepotentialhearthfeature,thetreestumpsandthepaleosolsfromwhichtheyhadgrownwerecollectedformicroscopicanalysisandAMSradiocarbondatingbyBetaAnalytic.Thesesampleswerecollectedusingthesimplehand‐heldtoolsdescribedabove.Aseriesofoverlapping,time‐lapsephotographictransectsofthestudyareaweredocumentingusingtheGoProHero‐4(Black)underwatercamera.Exposedsequencesofunderwaterstratigraphyvisibleunderwaterinapredominantlyplanview,similartothatexposedonshoreandvisibleinprofileintheuplandandpond‐marginareas,werecompared.InadditiontothearchaeologicaldiversurveyoftheprimaryWestBeachunderwaterarchaeologicalstudyarea,two50‐mtransectsextendingseawardoflow‐reliefuplandareasonshorecontainingarchaeologicalsitesHDAD‐3andHDAD‐4werevisuallyexaminedandvideo‐documentedtoassesshowmuch,ifany,ofthesearchaeologicallysensitiveuplandcoastalgeologicalfeaturesandtheirculturaldepositswerepreservedinthewater.

Underwaterfieldnotesandvideo‐andphotographicdocumentationdataqualityweregood,asunderwatervisibilityonsitewasbetween5and15m.Thecoldtemperatureofthewaterlimiteddivetimestoaboutonehourperdive.Ingeneral,twodivesweremadeperdayonthesite.

4.1.3 Assessment of Field Operations and Data Acquisition Procedures 

Fieldoperationswentsmoothlyandallequipmentutilizedforthefieldworkoperatedasexpected.Stagingoperationsfromtheislandwithfieldpersonnellodgingon‐islandforthedurationofthedeploymentallowedforadditionaltimeonsiteworkingandreducedtheoveralllogisticalchallengesofthefieldproject.Dataacquisitionprocedureswereadequateforreconnaissance‐levelassessmentandmappingofthestudyarea.Difficultieswereencounteredwithcreatingphotomosaicsand3Dphotogrammetricmodelsofthestudyareafromtheseriesofoverlapping,time‐lapsephotographictransectsduetothepartiallydynamicnatureoftheimagedseafloorasaconsequenceofswell‐drivenseaweedmovementoverlargeportionsofthephotographedarea.Useofstationaryvisualreferencepointspositionedonthebottommaybeaneffectivesolutiontothisproblemduringfuturephotographicsurveys.

4.2 EN580—Capacity‐Building Cruise 

4.2.1 Justification and Goals  

Themajorobjectiveofcruisewastoprovideauniqueeducational,training,andoutreachexperienceingeophysicalandgeologicalsurveyingmethodstorepresentativesfromtheTribalHistoricPreservationOfficesofIndianTribeslocatedinthenortheasternUS.ThistypeofexperiencedidnotexistintheUSpriortotheinitiationofthisproject.ManyTribalrepresentativeshavenothadtheopportunitytoobserveandparticipateingeologicalandgeophysicaldataacquisitionortoprovidetheirperspectivesandsuggestionsaboutwaysinwhichsurveyingmethodscouldbemoresensitivetoTribalconcerns.Thisshortcruisewasdesignedtointroduceparticipantstoavarietyofsurveyingtechniquesonboardanoceanographicresearchvessel,includingacquisition,processing,andinterpretationofbathymetry,side‐scansonar,seismic

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reflectionprofiling,andsedimentcoring.Inaddition,thetimeonboardshipprovidedanexcellentopportunityforsharingperspectivesandconcernsbetweendiversegroups.

4.2.2 Survey Procedures and Data Quality 

EquipmentmobilizationtookplaceprimarilyonJune3withfinalpreparationsmadeonJune5duringthefirstphaseofthecapacity‐buildingevent.Table35summarizesthepersonnelthattookpartinthefieldeffort,andTable35detailstheequipmentused.

Table 35. Project personnel for the EN580 cruise. 

Name  Affiliation Survey Planning 

Field Work 

Data Processing 

Report Preparation 

OnboardScienceTeamParticipantsJohn King  URI‐GSO  X  X  X  X David Robinson  URI‐GSO  X  X  X  X Doug Harris  NITHPO  ‐  X  ‐  ‐ Brian Jordan  BOEM  X  X  ‐  X Casey Hearn  URI‐GSO  X  X  X  X Sierra Davis  URI‐GSO  X  X  ‐  ‐ Alex DiCiccio  URI‐GSO  ‐  X  ‐  ‐ 

Rick Getchell 

Aroostook Band of Micmacs/All Nations Consulting, LLC 

‐  X  ‐  ‐ 

Tammy Getchell 

Aroostook Band of Micmacs/All Nations Consulting, LLC 

‐  X  ‐  ‐ 

Norman Machado Narragansett Indian Tribe/URI 

‐  X  X  ‐ 

Sean Scannell  URI‐GSO  ‐  X  X  ‐ Kiowa Spears  NITHPO  ‐  X  ‐  ‐ 

Nakai Northup Mashantucket Pequot Tribe 

‐  X  ‐  ‐ 

Cheryl Stedtler  Nipmuc Nation  ‐  X  ‐  ‐ 

Chali Machado Narragansett Indian Tribe (URI) 

‐  X  X  ‐ 

Jorgen Denker Viking Ship Museum 

‐  X  ‐  ‐ 

OnshoreScienceTeamTelepresenceParticipantsCarol Gibson  URI‐GSO  X  X  X  X Max Garcia‐Brown  NITHPO  ‐  X  ‐  ‐ Eileen Thomas  Mohegan Tribe  ‐  X  ‐  ‐ Robert Pockalny  URI‐GSO  X  X  ‐  ‐ Dwight Coleman  URI‐GSO  X  X  ‐  ‐ 

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Table 36. Survey vessel and instrumentation. 

TheR/VEndeavorleftthedockonJune6initiallyintendingtotransittotheeasternsideofBlockIslandtobeginaseriesofgeophysicalsurveylines.Poorweatherconditionsoverthepreviousdayshadworsenedandresultedinaswellof2.5–3minthetargetedsurveyarea.Intheinterestofacquiringthehighestqualitydatapossibleandallowingthecapacity‐buildingactivitiestocontinueunabated,thesurveywasadjustedtoamoreshelteredareajustsouthofthemouthofNarragansettBayandAquidneckIsland(Figure13).

Geophysicalsurveyingandmarinemammalobservingbeganat15:19GMT(11:19EST)andcontinueduntil00:22GMT.Threesurveylineswerechosentofillgapsinexistingavailablesonardatafroma1980surveyconductedbytheUSGeologicalSurvey’sCoastalandMarineGeologyProgram(McMullenetal.2009).TheHMS‐620Bubblegunwaschosenforitsperformanceinsedimenttypeswithahighersandfraction.PreviouscruiseshadutilizedtheCHIRPsub‐bottomsystembuthadobservedlimitedpenetrationdepthinnearbyoffshoreregionswithmoresand.

VibracoringoperationsbeganonJune7thunderimprovedswellconditions.Threecoringtargetswerechosenfrompre‐existingdata(McMullenetal.2009)(Figure13)withthegoalofrecoveringthelongestpossiblerecordsinpocketsofdeepersediment.CoringprocedureswereconductedverycloselytothesuccessfulEN565cruisefromthepreviousyear(seeSection4.7)withafewexceptions.Thedeckboardair‐tuggersystemforstabilizationduringlaunchandrecoverywasreconfiguredbytheship'sBosontobelesscomplicated.Handlinesreplacedair‐tuggerswherepossible,simplifyingtheoperationinlighterswellconditions.Thesame6‐mlong,3‐indiameterbarrelswereusedforEN‐580vibracoring,linedwithplasticandterminatingwithacorecutterandinternalcorecatcher.Corecatcherfingerswerebentinwardsbyhandtotheapproximateidealclosedshapeinanattempttoimprovethelengthofrecoveredmaterial.

Threevibracoreswererecoveredofsimilarlengthsbetween283and299cm.Thefinalrecoveredvibracoreterminatedinasedimentsectionwithstiffer,darkersedimentlikelycontainingahigherfractionoforganicmatterandpossiblyrepresentingtheupperextentofthepre‐inundationpaleolandscape.Afourthvibracorewasattempted,buttheentirecorebarrelwaslostduringpulloutwithnosedimentrecoveredfromthesite.

Equipment  Function  Description 

R/V Endeavor  Survey vessel 

185' Ocean/Intermediate class research vessel with lab spaces, several winches and cranes and transducer well. Compliments 12 crew, 17 scientists and one marine technician 

Vibracore system  Sediment Coring Rossfelder P‐3 Vibra‐Percussive system with 600‐m working depth, accommodating 8‐ or 10‐cm core barrels typically 3–6 m in length 

Applanix POS MV V4 Navigation & motion compensation 

Inertial Navigation System with two Trimble GNSS receivers 

HMS‐620 Bubble Gun  Sub‐bottom sound source Surface towed “catamaran” source producing a 70–1,700 Hz sound pulse. Used in conjunction with a separate towed single‐channel hydrophone streamer 

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 48

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(http://innerspacecenter.org).AvideographerfromtheInnerSpaceCenterwasonboardtheresearchvesselforthedurationofthecruiseandprovidedcontinuouslive‐streamvideocoverageofshipboardactivities,whichwastransmittedinhighdefinition(viaInternet2)totheInnerSpaceCenterbasestation.Onshoreparticipantscouldviewandparticipateinshipboardactivitiesby:

VisitingtheInnerSpaceCenterontheURI‐GSOcampus,whichallowedparticipantstoviewonboardactivitiesandnewlyacquireddataonalargeprojectionscreenandmultiplecomputermonitors.ParticipantsattheInnerSpaceCenterwerealsoabletocommunicateinrealtimewithonboardpersonnelthroughtheuseoftwo‐wayaudioandvideoconnections,whichfacilitatedactiveparticipationinshipboarddiscussions;or

Accessinganonlinelinktoreal‐timevideothroughawebbrowser,whichallowedparticipantstoviewshipboardactivitiesfromacomputer,tablet,orsmartphonebutdidnotallowcommunicationbetweenshore‐basedandonboardpersonnel.

Telepresencetechnologywasenabledthroughouttheentirecruisefromapproximately7:00amto11:00pmandwascustomizedaccordingtheactivitiesoccurringonboardtheresearchvessel.

4.2.4 Assessment of Field Operations, Data Acquisition Procedures, and Telepresence Technology 

BoththegeophysicalsurveyandvibracoringcomponentsofthescientificgoalsofEN‐580weresuccessfulandbuiltofftheexperiencesofthepreviousyear’scruise.Dataqualityforthebubblegunsub‐bottomsystemwashigh,withpenetrationdepthssimilartothoseofpreviousstudiesintheregion.

Thesmallchangestothevibracoringoperationsalsoappearedtoimproveperformanceorhadnoimpact.Theimprovedswellconditionsonthedayofcoringmadethecomplicatedair‐tuggerstabilizationunnecessary,thusimprovingoverallefficiencyandallowingmorecorestoberecoveredingivenperiodoftime.Theeffortstoimprovethefunctionofthecorecatchersalsoresultedinfewerlostcorecatcherteethandfewerinvertedcatchers(asignofsedimentlossfromthebottomofthesectionduringrecovery).Thelossofthefinalvibracoremayhavebeenduetoboltslooseningattheattachmentpointnearthetopofthecorebarrel.Thewinchtensionsensordidnotreportaspikeatpullout,whichusuallymeansthateitherthecorebarreldidnotpenetrate,or,inourcase,thatthebarrelhadcomelooseduringpenetrationandthusgavelittleresistanceduringextraction.Duringon‐deckattachmentofthecoretothevibracorehead,eachofthesecuringboltsaretightenedfirmlyandsecuredwithelectricaltapetopreventbackingoutandloss.Despitetheeffortstosecurethebolts,thepowerfulmotionofthevibracoreheadstillfrequentlyloosenstheboltsandmaybeanareaforfutureimprovements.

Ingeneral,telepresencetechnologyworkedverywell.Atthebeginningofthecruise,bandwidthlimitationsassociatedwithURI'sinternetserviceproviderresultedintemporary"blackouts"ofaudio‐visualship‐to‐shorelinks.Thisproblemwasaddressedbytheinternetserviceprovider,andalthoughoccasionalshort(severalseconds)blackoutscontinuedtooccurthroughoutthedurationofthecruise,theinconvenienceforshore‐basedparticipantswasminor.

4.2.5 Assessment of Participant Experience 

ParticipantswhowereonboardtheR/VEndeavorduringthecruiseallacknowledgedthattheexperiencewasworthwhileandeducational,andthatthelectures,opportunitiestoobserveandparticipateinmarineresearchfieldwork,andtheensuingdiscussionsthatfollowedwere

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informativeandimpactful.Removedfromallthatisfamiliaroflifeonshore,ashipatseaprovidesauniqueanddistinctlydifferentphysicalandcognitiveenvironmentforthosewhoareonboard.Theisolationofavesselandthecomparativelycontainedspacecausesandrequiresthatthepeoplewhoareatseatogetherrelatetooneanotherinamorecarefulandfocusedwaythantheymightotherwiserelatetoeachotheronland.Asaconsequence,shipboardexperiencestendtobemoreintimate,morevivid,moreintense,andmorememorable.TheR/VEndeavorcapacity‐buildingcruiseprovidedthespacenecessaryforalltheseelementsoftheexperiencetobefeltbyitsparticipantsandforprogresstobemadeinunderstandinghowTribalandnon‐Tribalresearcherscanworktogetheratseaonsubmergedpaleoculturallandscapesresearchprojectsinmeaningfulandmutuallybeneficialways.

Telepresencetechnologyallowedonshoreobserverstoviewoperationsonboardthesurveyvesselinrealtime,providingauniquewindowintothemethodologiesandchallengesassociatedwithgeologicalandgeophysicaldataacquisition.ParticipantswhoobservedonboardoperationsfromtheInnerSpaceCenterwereenthusiasticabouttheirexperienceandstatedthattheopportunitytoviewgeophysicalandgeologicaldataacquisitiononasurveyvesselinrealtimefromshorewasveryhelpfultosupplementingtheirknowledgeaboutthemethodsandchallengesassociatedwithoceanographicresearch.Theabilitytoparticipateinonboarddiscussionsremotelywasidentifiedasparticularlymeaningful.Althoughthelogisticsandexpenseassociatedwithusingtelepresencemaybeprohibitiveinsomesituations,theextremelypositiveoutcomesfromthisshortcruisesuggestthatitmaybeaveryeffectivecapacity‐buildingtool.

4.3 Block Island – West Beach: Coring and Geophysical Surveys 

4.3.1 Justification and Goals 

TheidentificationofexposedterrestrialpeatdepositsandtreestumpsalongWestBeach,BlockIsland,asdescribedinSection5.1,necessitatedasite‐specificgeologiccharacterizationextendingoffshore.Toachievethis,atightlyspacedsurveygridwasdesignedwith30‐mshore‐parallelsurveylinesand100‐mperpendicularcrossinglinesalongwhichswathbathymetry,side‐scan,andCHIRPsub‐bottomprofileswerecollected.Toground‐truthgeophysicaldata,targetedbiologicalandvibracoreswereplanned.

4.3.2 Survey Procedures and Data Quality 

OnMay3,2016,theURI‐GSOpontoonboatandsurveyandcoringgearwereallmobilizedfromURI‐GSOtoBlockIsland,RIbytrailerandarentedboxtruckaboardtheBlockIslandFerry.Table37summarizesthepersonnelinvolvedinthefieldoperation,andTable38summarizestheequipmentused.

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Table 37. Project personnel for Block Island – West Beach coring and geophysical surveys (2016) 

Name  Affiliation Survey Planning 

Field Work Data 

Processing 

Report Preparatio

Brian Caccioppoli  URI‐GSO  X  X  X  X 

Casey Hearn  URI‐GSO  X  X  X  X 

John King  URI‐GSO  X  X  X  X 

Monique LaFrance‐Bartley  URI‐GSO  X  X  X  ‐ 

Taylor Losure  URI Geosciences  ‐  X  ‐  ‐ 

Table 38. Survey vessel and instrumentation 

Equipment  Function  Description 

URI‐GSO pontoon boat  Survey vessel 28' custom surveying/coring barge with modified A‐frame, moon pool, and 5,000 lb capacity winch 

Biological‐type coring system 

Sediment coring  <2m coring capacity; 2.4 m polycarbonate liner; optimized for use in flocculent or loosely compacted sediments 

Vibracore system  Sediment Coring Rossfelder P‐3 Vibro‐Percussive system with 600‐m working depth, accommodating 8‐ or 10‐cm core barrels typically 3–6 m in length 

Garmin GPS Map 76 Portable GPS 

Navigational position Positional accuracy approximately + 9 ft at the study area 

Edgetech 6205 Multi‐Phase Echosounder 

Combined side‐scan and bathymetric sonar 

Pole‐mounted, swath bathymetry and dual frequency 550kHz/1,600kHz side‐scan system 

Teledyne Benthos CHIRP III, DSP‐664 Transceiver 

Sub‐bottom profiler Surface towed “catamaran” source producing a CHIRP waveform 2–7 kHz frequency sweep pulse with integrated hydrophones 

Applanix POS MV V4 Navigation & motion compensation 

Inertial Navigation System with two Trimble GNSS receivers 

Uponarrivalatthestudyarea,thepontoonboatandequipmentweretransportedtoGreatSaltPond.ThepontoonboatwasthenlaunchedandtiedupatPayne’sDock,andtheequipmentstoredonsiteintheboxtruck.

SurveyoperationsbeganonMay4,2016.TheEdgetech6205,BenthosCHIRPIII,andApplanixPOSMVweresetuponthepontoonboatbeforetransitingtotheWestBeachsurveyarea.TheEdgetech6025wasrunwitha25‐mrange,producingatotalswathwidthof50m,dependentonwaterdepth.TheCHIRPwasrunata63‐msrepetitionrateandtowed10–15maftofstern.ItwasnotedthatCHIRPpenetrationwaslimited,mostlikelyduetoacoarse‐grainedbottomtype.Thesurveylineswerecompletedbytheendofday.Figure14illustratesthelocationofthesurveytransects.

OnMay9,2016,ashorelinetracewasconductedusingonlytheEdgetech6205togetthemostinshoredatapossible.Thiswasaidedbycoordinatingthesurveytooccursimultaneouslywithhightide.TheCHIRPwasomittedfromthisadditionalsurveyingduetopreviouslyobservedpoorpenetrationandanabundanceofboulders,whichmadenavigationespeciallydifficult.

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Beginninpontoonwastransashorepscandatatheseafloprobingtabandoneoperation

Figure 14area of BBasemap o

gonMay11,boatwasrigsitedtotheWerpendicularatoidentifyfoorgeologywtheseaflooried.Thepontns.

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,2016,fieldogedforcorinWestBeachsrtransect.Cofine‐grainedwastoocoarsinnumerousoonboatwa

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operationswngandallcorsitewithinteoringlocatioareas.Whenseforbothblocationstosthentransi

om sonar surnd.  RI ArcGIS online

 52

wereswitcheringequipmentionsofcolnswereselenarrivingattbiologicalcorfindsitesaditedbacktoG

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4.3.3 Assessment of Field Operations and Data Acquisition Procedures 

ThelimitedpenetrationoftheCHIRPsub‐bottomsonarandtheinabilitytocollectsedimentcoresatWestBeacharebothduetothecoarseseafloorgeology.Theseafloorispredominantlycomposedofsand,gravel,cobbles,andbouldersaswereobservedintheside‐scandata.Terrestrialdepositsobservedintheintertidalzone(e.g.,treestumps,peat)werenotclearlyobservedfurtheroffshoreatthetimeofplannedsedimentcoring.Becausetheseterrestrialdepositswereidentifiedsoclosetotheshoreline,itwasdeterminedthatanadditionalshorelinetraceshouldbeperformedatpeakhightidetocapturetheintertidalzoneascompletelyaspossible.ThissecondpasswascompletedonMay9,2016andachievedthisintendedgoal.

TheFalmouthScientific,Inc.(FSI)BubbleGun,alowerfrequencysub‐bottomprofiler,ismoreappropriateforuseinsandandgravelenvironments.Thetradeoff,however,isreducedresolution,particularlyinthefirstseveralmetersbelowtheseafloor.Becausethepeatlayerislikelytobeshallowlyburiedbymarinedeposits,itwasdeterminedthattheBubbleGunwouldlikelybeinappropriate.Onthefirstdayofsurvey,theBubbleGunwasdeployedtodetermineifitwouldperformbetterthantheCHIRP.However,asthehydrophonestreamerwasprepared,wenoticedthattheoil‐filledtubinghadasmallleakandcouldnotbedeployedwithoutcontaminatingtheseawaterandriskingfurtherdamage.Withthisrestriction,onlytheCHIRPsub‐bottomprofilercouldbeusedforsurvey.

Despitethedifficultiesassociatedwithcharacterizingthesub‐seafloorgeology,theside‐scanandbathymetricdatawereofexcellentquality.Bedformssuchasscourmarksandsandwaveswereeasilyobservedinbothdatasets.

Theonlyotherdifficultiesencounteredduringthisfieldeffortwererelatedtotheweather.Duringthisweek,severalraineventswithhighwindspreventeddatacollection.

4.4 Block Island – Great Salt Pond: Coring and Geophysical Survey 

4.4.1 Justification and Goals 

GreatSaltPondisanearlyfullyenclosedsaltpond,connectedtoBlockIslandSoundbyaman‐madechannelthatwasdredgedin1895,locatedonthewesternsideofthesaltpond.ThisareaisalowenergyenvironmentclosetoWestBeachwithalonghistoryofNativeAmericansettlement,andsedimentcorestakenfromherecouldaidingeneratingthelocalpaleoenvironmentalrecord.Tocharacterizethechangesinseafloorandsub‐seafloorgeology,swathbathymetry,side‐scan,andCHIRPsub‐bottomprofilerdatawerecollected.Toground‐truththegeophysicaldata,targetedsedimentcoreswereplanned.Forthemostcompletesedimentaryrecord,biologicalcorescapturingthesediment‐waterinterfaceandvibracores3mand6minlengthweretobecollectedateachstation.

4.4.2 Survey Procedures and Data Quality 

FollowingthegeophysicalsurveyatWestBeach,surveyworkatGreatSaltPondbeganonMay4,2016.Table39summarizesthepersonnelinvolvedinthefieldeffort,andTable40liststhesurveyvesselandinstrumentationused.

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Table 39. Project personnel for the Block Island – Great Salt Pond coring and geophysical survey (2016) 

Name  Affiliation Survey Planning 

Field Work Data 

Processing Report 

Preparation 

Brian Caccioppoli  URI‐GSO  X  X  X  X 

Casey Hearn  URI‐GSO  X  X  X  X 

John King  URI‐GSO  X  X  X  X 

Monique LaFrance‐Bartley  URI‐GSO  X  X  X  ‐ 

Taylor Losure  URI Geosciences  ‐  X  ‐  ‐ 

Table 40. Survey vessel and instrumentation 

Equipment  Function  Description 

URI‐GSO pontoon boat  Survey vessel 28' custom surveying/coring barge with modified A‐frame, moon pool, and 5,000 lb capacity winch 

Biological‐type coring system 

Sediment coring  <2 m coring capacity; 2.4 m polycarbonate liner; optimized for use in flocculent or loosely compacted sediments 

Vibracore system  Sediment Coring Rossfelder P‐3 Vibra‐Percussive system with 600‐m working depth, accommodating 8‐ or 10‐cm core barrels typically 3–6 m in length 

Garmin GPS Map 76 Portable GPS 

Navigational position Positional accuracy approximately + 9 ft at the study area 

Edgetech 6205 Multi‐Phase Echosounder 

Combined side‐scan and bathymetric sonar 

Pole‐mounted, swath bathymetry and dual frequency 550kHz/1,600kHz side‐scan system 

Teledyne Benthos CHIRP III, DSP‐664 Transceiver 

Sub‐bottom profiler Surface towed “catamaran” source producing a CHIRP waveform 2–7 kHz frequency sweep pulse with integrated hydrophones 

Applanix POS MV V4 Navigation & motion compensation 

Inertial Navigation System with two Trimble GNSS receivers 

Toachievefullside‐scancoverageatGreatSaltPond,datawererecordedata50mrange(100‐mtotalswathwidth).Bathymetrywasrecordedata40‐mrange(80‐mtotalswathwidth),providingnearfullcoverage.TheCHIRPwasoperatedwitha63‐msrepetitionrate,thehighestresolutionsetting,withcablelayback15maftofstern.WeatherconditionsbegantodeterioratequicklywhenthesurveyinGreatSaltPondwasunderway.Afterdataalongtwosurveylineswerecollected,itwasdeterminedthatdataqualitywasnotsufficient,andsurveyoperationswereterminated.

OnMay9,2016,surveyoperationswereresumedatGreatSaltPond.Duetopoordataquality,thetwolinesthathadbeenpreviouslyrunwereresurveyed.Thesamesettingsforswathbathymetry/side‐scanandsub‐bottomdatawereusedaspreviouslydescribed.Dataacquisitioncontinueduntilallsurveylineswerecompleted,afterwhichthepontoonboatreturnedbacktoPayne’sDockandthesurveyequipmentwasremovedandstored.ThelocationofsurveytransectsisillustratedinFigure15.

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Figure 15Great SaBasemap o

AfterWesatGreatSanalysisodeepbasibottompcollected,biologica

5. Location olt Pond, Bloorthophotogra

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 55

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lengthof0.86m.Atthispoint,increasingwindswerecreatingunstablecoringconditions,sooperationswerediscontinuedfortheday.

Thefollowingday(May12,2016),coringoperationsresumed.Twoadditionalbiologicalcoreswerecollectedwithrecoveredsedimentlengthsof0.86and0.92cm.Aftercappingthebiologicalcoresandsecuringthemuprightonthepontoonboat,coringoperationswereswitchedtovibracoring.A6‐mvibracorewasrigged,andthepontoonboattransitedtothedeepestareaofGreatSaltPond(50ft).The‐6mvibracorewassuccessfulandatestofourcapabilityofcollectingalongvibracorefromthepontoonboat.Figure15illustratesthelocationsofrecoveredvibracores.

Afterthecollectionofthelastvibracore,theboatwasreturnedtoPayne’sDock,andthecoreswerepackagedfortransportbacktoURI‐GSO.ThecoringoperationsatGreatSaltPondwerethelastcomponentoftheMay2016fieldoperationinBlockIsland.Thepontoonboatwasrecoveredontothetrailer,andallofthesurveyandcoringequipmentwerepackedformobilizationbacktoURI‐GSO.

4.4.3 Assessment of Field Operations and Data Acquisition Procedures 

Theacquisitionofswathbathymetry/side‐scandataandCHIRPsub‐bottomdataweresuccessfulanddeemedhighqualityduringacquisitioninthefield.Preliminaryanalysisofpost‐processeddatasetsconfirmedgoodcoveragethroughoutthepond.TheCHIRPsub‐bottomprofilerachievedsignificantlybetterpenetrationinGreatSaltPondcomparedtoWestBeach.Thisisduetothefinergrainedsedimentsthroughoutthepond.Sub‐bottomrecordswereobscuredalongtheflanksofthepondduetosandysedimentsandinthedeepestportionsofthepondwheregaschargedsedimentappearedtobepresent.

CoringoperationswerealsosuccessfulatGreatSaltPond,withfour3‐mvibracores,one6‐mvibracore,andthreebiologicalcoresrecovered.Biologicalcoresexhibitedexcellentpreservationofthesediment/waterinterface,andwhenpairedwiththevibracores,providecontinuoussedimentrecordsofGreatSaltPond.

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5 Field Methodology Summary and Recommendations 

FieldworkanddataacquisitionfortheSubmergedPaleolandscapesProjectrequiredawidevarietyofequipment,methods,andtechnicalexpertise.Thediversityofgeological,oceanographic,andarchaeologicalconditionsandsitesineachofthestudyareasprovidedanexcellentopportunitytotestandrefinemethodsfordataacquisition.Thisreportdescribesallofthefieldmethodologyassociatedwiththeprojectandprovidesanassessmentoftheeffectivenessofthetechniquesusedforgeological,archaeological,andgeophysicaldatacollection.Thefollowingsummaryprovidesthe"lessonslearned"fromfiveyearsoffielddataacquisitionandrecommendationsforrefiningexistingfieldsurveyprotocols.

5.1 Geological and Geophysical Data Acquisition 

5.1.1 Sediment Coring 

Theprojectteamhadextensiveexperienceusingavarietyofsedimentcoringsystemsinlake,estuarine,andoffshoreenvironments.Coringoperationsgenerallyproceededsmoothlyatallofthestudyareasor,insituationswheredifficultieswereencountered,relativelyminormodificationstoexistingequipmentorproceduresresultedinsuccessfulrecovery.Thefollowingrecommendationsreflecttheprojectteam'spriorexpertise,aswellasadditionalknowledgegainedbycoringintheproject'smultipleandgeologicallydiversestudyareas.

Clearlydefinethepurposeofsedimentcoringbeforechoosingcoringequipment.Piston‐typecores,orothersystemsthatpreservethesediment‐waterinterfaceandtheuppermoststratigraphyofthecoreintact,areoftenrequiredtoobtainacontinuous,undisturbedsedimentrecord.

Avoidassumingthatvibracoringisalwaysthemostpreferablecoringmethod.Inaddition,beawarethatvibracoringusuallydisturbsorfailstorecovertheunconsolidatedupperpart(~0–30cm)ofthesedimentcolumn.

Whenpossible,understandtheexpectedsurficialandsub‐surfacegeologyofthestudyareabeforechoosingcoringequipment.Fine‐grainedsedimentsrequiretheuseofapiston‐coringdevicetorecoverundisturbedsediments.Ifradiometricdatingusing210Pband137Csisrequired,thenapistoncorerthatcanrecoveranundisturbedsediment‐waterinterfaceshouldbeused.Sandysedimentswillrequiretheuseofavibracorer.Vibracorersusuallydisturborfailtorecovertheupperpartofthesedimentcolumn.Becausesandysedimentscan'tbereliablyradiometricallydated,thedisturbanceeffectsofvibracorerusuallymanifestthemselveswhencomparisonsaremadebetweendepthtolithologychangesanddepthtoreflectorsinhigh‐resolutionCHIRPsub‐bottomsonarrecords.Thedepthofthereflectorsinthesonarrecordsareoftenoffset20–50cmdeeperthantheassociatedlithologychangesinthecoreduetothefailuretorecoverordisturbanceofthesurfacesediments.

Bepreparedtouseavarietyofcoringmethodstoobtainacompleteandintactsedimentrecord.Itisoftennecessarytodevelopa"compositecore"tothoroughlyunderstandthesedimentrecordatastudyarea.Forexample,usingapiston‐coringsystemmaybenecessarytoobtainanintactsediment‐waterinterfaceandpreservetheupper(oftenflocculent)sedimentsofthestratigraphicrecord,whileLivingston‐typepistoncorersorvibracoringsystemsarerequiredatthesamelocationtoadequatelypenetratedeepersediments.

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Vibracoringsystemsmayrequiremodificationofthecorebarrelsizeorcorecatcherconstructiontorecovercoresindense,coarsesediments.Usuallysmallerdiametercorebarrelsandstiffercorecatchersarenecessarytorecoverthesesediments.

5.1.2 Seismic Reflection (Sub‐bottom) Profiling 

Sub‐bottomprofilingwasconductedwithCHIRPIIIandBubblePulsersystems.TheCHIRPsystemwasusedinareaswhereresolutionoftheuppermostsedimentstratigraphywasdesired(GreenwichBay,GreatSaltPond,andWestBeach),andtheBubblePulsersystemwasusedwhendeeperpenetrationwasrequiredtocharacterizetheancientgeologichistoryofastudyarea(southofNarragansettBay).Theequipmentperformedasexpectedateachofthestudyareas,andnotechnicalissueswereencounteredduringdataacquisition,exceptatWestBeach,wheretheseafloorgeology(coarsesand,cobbles,andboulders)interferedwithacousticpenetrationofthesedimentsbytheCHIRPsystem.Additionalrecommendationsforsub‐bottomsurveyingprotocolsareprovidedintheprojectFinalReport.

BepreparedtousebothCHIRPandBubblepulser‐typesystemstoadequatelycharacterizethesub‐surfacegeologyinastudyarea.Thisapproachisparticularlyimportantinsituationswheredeeperpenetrationisnecessarytounderstandtheregionalgeologicframeworkofastudyarea.AvoidassumingthatCHIRPsystemsalonewillalwaysprovideadequatedata.

Understandtheregionalgeologichistoryofthestudyareabeforedevelopingasurveyplan,andensurethatdataacquisitionismonitoredinthefieldbyindividualsfamiliarwiththishistory.InRhodeIslandwaters,aprominentacousticreflectorisproducedbyamajorunconformitybetweenCretaceouscoastalplainsedimentsand/orcrystallinebedrockandPleistocene/Holocenesediments.Inmanycases,fluvialstructuresandotherpaleolandscapefeaturesarevisibleintheCretaceoussedimentsandcouldeasilybemisinterpretedasfeaturesofinteresttoanarchaeologicalsensitivitystudy.BecausetheprojectteamhadconductedathoroughDesktopStudypriortoacquiringnewdataandunderstoodtheregionalgeologichistoryofthearea,fieldspecialistswereabletoadjustsub‐bottomacquisitionparameters"onthefly"inthefieldinordertofocusonacousticreflectorsofinterest.

Plantoperformapreliminaryexaminationofsub‐bottomdata,including"firstpass"dataprocessing,attheendofeachfielddayandbeforethenextday'ssurveyingbegins.Datashouldbereviewedbyanindividualfamiliarwiththegeologichistoryofthearea,sothatmodificationstoequipmentsettingsorprocedurescanbemadetooptimizedataresolutionforupcomingsurveys.

5.1.3 Side‐Scan Sonar and Swath Bathymetry 

Avarietyofgeophysicalsurveysystemsarecurrentlyavailabletomapsurficialsedimenttypesandswathbathymetry.Multibeamsystemsareoftenpreferredifthesurveygoalistoobtainhigh‐quality(hydrographicquality)bathymetryandacousticbackscattercharacterizationofthesurficialsediments.However,theswathwidthobtainedbythesesystemsisusuallylimitedto~4Xthewaterdepthinthesurveyarea.Thislimitisnotcosteffectivewhenmappinginshallowwaters,andmultibeamsystemsarenotgenerallyusedindepthsof>5m.Ontheotherhand,ifthesurveygoalistoobtainfullorhighpercentagebathymetrycoverageandfulloroverlappingside‐scancoverage,theninterferometricsonarsystemscanobtainbothtypesofdatasimultaneously.Theswathwidthobtainedbyinterferometricsonarsystemsisreliably8Xthewaterdepthforbathymetry.Therange

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oftheside‐scansonarisdeterminedbythefrequencyofthesystemandisusually15–25Xthewaterdepthforsystemsoperatinginthe400–600kHzfrequencyband.Thistypeofsystemismuchmorecosteffectiveforsurveyworkinwaterdepthsof0–50m.

Clearlydefinethegoalofsurficialsedimentmappingforeachproject,andchooseequipmentthatisappropriatefortheoceanographicconditionsatthestudyarea.Avoidassumingthatonetypeofequipmentwillachieveprojectobjectivesforallstudyareas.

5.2 Archaeological Data Acquisition 

Inthecontextofmarinegeoarchaeologicalresearchdoneforthepurposeofidentifyingpre‐contactperiodNativeAmericanarchaeologicaldepositsandculturalsiteswithinsubmergedpaleoculturallandscapes,thetraditionalroleofexcavationastheprimarymethodofarchaeologicaldataacquisitionneedstobeexaminedcritically.Allformsofarchaeologicaldataacquisition,especiallynon‐destructiveandminimallyinvasiveremotesensingandlimitedsub‐surfacesamplingtechniques,needtobeconsideredfully,and,whennecessary,newapproachesdevelopedincollaborationwithTribalresearchpartnersandappliedinthedesignandperformanceofthatresearch.

Thismindsetwasappliedtotheextentpossibleinthearchaeologicaldataacquisitionconductedforthisproject.Inallcases,geologicdataacquiredthroughgeophysicalremotesensingorminimallyinvasivesedimentsamplingtechniqueswereutilizedformultiplepurposesinunderstandingthegeological,paleoenvironmental,andarchaeologicalrecordsandinformingdataacquisitionapproaches.Themappingandcharacterizationofthegeologicalandpaleoevironmentalrecords,combinedwithTribalresearchpartnerinputabouttraditionallandscapeinteractions,practices,andpreferences,providedasynergisticframeworkwithinwhicharchaeologicaldataacquisitioneffortswereplannedandfocused.

Identifyingelementsofthepaleoculturallandscapethatsurvivedthepredominantlydestructiveprocessesassociatedwiththemarinetransgressionofthelandbypost‐glacialsealevelrise,aswellashundredsorthousandsofyearsofimpactsfrommodernmarineprocessesandsubmergenceunderwater,isofparamountimportancetodeterminingviablelocationsforconductingmarinegeoarchaeologicalresearchandacquiringdata.Itisonlyintheportionsoftheseafloorwhereelementsoftheformerlysubaeriallandscapeonceavailableforhabitationandutilizationhavesurvivedandareidentifiedthatthereisanypossibilityofencounteringcontextuallyintactarchaeologicaldepositsassociatedwithformerlyterrestrial(inlandorcoastal)pre‐contactperiodNativeAmericanculturalsites.Forthissimplereason,virtuallyallofthearchaeologicaldataacquisitioneffortsthatwereconductedforthisproject(offofCedarTreeBeachinGreenwichBayandWestBeachonBlockIsland)weredoneinareasthatnon‐disturbancemarinegeophysicalsurveyingorvisualreconnaissancehadindicatedordemonstratedthepreservationofarchaeologicallysensitivepaleolandscapeelements.TheonlyexceptionwastheunderwatervisualreconnaissanceinvestigationoftwotransectsextendingoutintotheoceanfromtwodifferentlocationsalongWestBeachwithlow‐reliefbluffscontainingpreviouslyidentifiedpre‐contactperiodNativeAmericanarchaeologicaldeposits,whichwereexaminedtodeterminewhetherornotanythingofeitherthelow‐reliefuplandgeologicalfeaturesorthearchaeologicaldepositshadsurvivedinundation.

Dataacquisitiontechniquesperformedspecificallyforarchaeologicalpurposesduringthisprojectincluded:randomandsystematicnon‐disturbancevisual,photo‐/video‐graphic,andgradiometricreconnaissancesurvey;minimallyinvasiveVSPsurvey;hand‐coringofsediments;collectionofsmall‐sized,representativesamplesofsedimentsandfloralmaterials;andlimited,invasive

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excavationofjusttwo1x1marchaeologicalDTUs.Allofthesetechniquesprovedinformativeandprovideddifferenttypesofdatathatwerecomplimentarytoeachotherandtothegeologicaldatathatwasacquiredfortheproject,whilealsotakingintoaccounttheconcernsofTribalresearchpartnersaboutdisturbancestotheseafloorandtotheirancestralculturalsites.Performanceofthesedataacquisitiontechniquesproceededsafelyandsmoothlywithminimaldifficultiesthatrequiredonlyminororrelativelysimplemodificationstoequipment,procedures,orschedule.

5.3 Real‐Time Geospatial Mapping Support 

Accesstogeospatialmappingservicesduringdataacquisitionallowsreal‐timerefinementand/ormodificationofsurveyplansandassistswithaddressinglogisticalchallengesencounteredinthefield.Inaddition,providingsupplementalgeospatialinformationtoafieldteammayfacilitatepreliminarydatainterpretationonsiteandallowadditionalsurveystoberefinedtobestachieveprojectgoals.Thelogisticalchallengesanddiversityoffieldworkrequiredforthisprojectbenefitedfromreal‐timeinputfrombothshore‐basedandonsitepersonnelwithexpertiseingeospatialmappingtechnologies.Thefollowingrecommendationsdonotrequiresignificantprojectresourcesandmaystreamlinefieldoperations:

Arrangeforashore‐basedGISspecialistwhoisfamiliarwiththesurveygoalsanddesigntobeon‐callduringfieldoperations.

InvestigatethesuiteofArcGISmobilesoftware,whichallowsreal‐timeinteractionsandmappingbetweenfield‐andshore‐basedpersonnelbyusingatabletdeviceorsmartphoneinthefield.Thissoftwareallowsfieldpersonneltoaccessandvisualizethegeospatialdatausedtoplanthesurvey,obtainadditionaldatalayersasnecessary,andaddnewdataonsite.

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6 References 

CaccioppoliBJ.2015.Reconstructingsubmergedpaleoenvironments:MudHole,RISoundandGreenwichBay,RI[unpublishedMSthesis].GraduateSchoolofOceanography,UniversityofRhodeIsland.125p.

JonesGandMunsonG.2005.GeophysicalSurveyasanApproachtotheEphemeralCampsiteProblem:CaseStudiesfromtheNorthernPlains.PlainsAnthropologist50(193):31‐43.

McMullenKY,PoppeLJ,SoderbergNK.2009.Digitalseismic‐reflectiondatafromwesternRhodeIslandSound.USGeologicalSurveyOpen‐FileReport2009‐1002.[accessed2018Mar08].https://pubs.usgs.gov/of/2009/1002/.

MorissetteCE.2014.PaleoenvironmentalandpaleolandscapereconstructionsofGreenwichBayRegion,RI[unpublishedMSthesis].GraduateSchoolofOceanography,UniversityofRhodeIsland.137p.

SlaterLD,HamiltonND,SandbergS,andJankowskiM.2000.MagneticProspectingataPrehistoricandHistoricSettlementinMaine.ArchaeologicalProspection7:31‐41.

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