The Technical Challenges of Exploration and Excavation at the Money Pit, Oak Island, Nova Scotia

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The Technical Challenges of Exploration and Excavation at the Money Pit, Oak Island, Nova Scotia
The Technical Challenges of Exploration and Excavation
       at the Money Pit, Oak Island, Nova Scotia

Western
Shore       Money
            Pit

                                          Borehole     Smith’s
                                              10X        Cove
          Oak Island 1992    Money
                             Pit
     Presentation by
      Les MacPhie
SNC-Lavalin Inc., Montreal
            to
 Independent Activities
       Period 2008
Massachusetts Institute of
       Technology                    Oak Island 1986
     Cambridge, MA
    January 28, 2008
                                                                 1
The Technical Challenges of Exploration and Excavation at the Money Pit, Oak Island, Nova Scotia
Outline of Presentation

1.   Introduction
2.   Geological, Geotechnical and Hydrogeological Conditions
3.   Archaeological Findings at Money Pit from 1967
4.   Search by Ron Aston 1999 to 2001 (North Carolina)
5.   Search by Petter Amundsen 2003 (Norway)
6.   Main Theories
7.   Challenges for Exploration at the Money Pit
8.   Challenges for Excavations within the Money Pit

                                                               2
The Technical Challenges of Exploration and Excavation at the Money Pit, Oak Island, Nova Scotia
Location of Oak Island, Nova Scotia

44.5º

                                              3
The Technical Challenges of Exploration and Excavation at the Money Pit, Oak Island, Nova Scotia
Oak Island in the 1500s?

                    C: Raso
            (Cape Race Nfld)

    44.5º                                                        Oak Island?
                     Mahone Bay?

In the 1500s, during the Portuguese
voyages of discovery, islands in the
New World were seeded with
livestock and crops to have fresh
supplies for future voyages.
(Vigneras 1973)                        Bartolomeu Velho Map 1560 (Portuguese)

                                                                                4
The Technical Challenges of Exploration and Excavation at the Money Pit, Oak Island, Nova Scotia
Oak Island Lot Distribution
      Present Ownership (2007)
      Lot 5 – Robert Young
      Lots 9 to 12 and 14 – Fred Nolan
      Lot 13 – John Johnston
      Lot 23 – Dan and David Blankenship
      Lot 25 – Alan Kostrzewa (Michigan Group)
      Remaining 23 Lots – Dan Blankenship and
                           Michigan Group

                                          The Treasure Trove License is in
                                          the possession of Oak Island
                                          Tours which is a Company
                                          formed by the Michigan Group.

                                                                             5
The Technical Challenges of Exploration and Excavation at the Money Pit, Oak Island, Nova Scotia
Outline of Presentation

1.   Introduction
2.   Geological, Geotechnical and Hydrogeological Conditions
3.   Archaeological Findings at Money Pit from 1967
4.   Search by Ron Aston 1999 to 2001 (North Carolina)
5.   Search by Petter Amundsen 2003 (Norway)
6.   Main Theories
7.   Challenges for Exploration at the Money Pit
8.   Challenges for Excavations within the Money Pit

                                                               6
The Technical Challenges of Exploration and Excavation at the Money Pit, Oak Island, Nova Scotia
Bedrock Geology Western Mahone Bay

        Boundary of
     Windsor Group and
      Maguma Group

                         Ref: Giles 1981
                                           7
The Technical Challenges of Exploration and Excavation at the Money Pit, Oak Island, Nova Scotia
Geological
Section of
Oak Island

                      160 Feet   Money
                       Glacial    Pit
                         Till

             Meguma
                           200 Feet
              Slate
                           Anhydrite
                            Bedrock

                                         8
The Technical Challenges of Exploration and Excavation at the Money Pit, Oak Island, Nova Scotia
Surface Geology and Drumlins
    Western Mahone Bay                      Drumlins

             Oak Island

                          BAY

                                            Drumlins

                                Ref: Stae and Fowler 1981

                                                            9
The Technical Challenges of Exploration and Excavation at the Money Pit, Oak Island, Nova Scotia
Glacial Phases and Effect on Drumlin Formation

                     SSE
       Phase 1             Phase 3
       40-75 ka            15-18 ka

                      SE
        Phase 2              Phase 4
         21 ka               12-13 ka

                    Ref: Stae and Brown 1989

                  Ref: Eyles 1983
                                                 10
Chart of Glacial Deposition in Nova Scotia

                                      Wood at 125 feet in
Phase 4                              Golder BH 202 Carbon
12-13 ka                             Dated to 25 000 yrs BP
               11.5
                13
               15.5
Phase 3         18
15-18 ka
               23.5
Phase 2
 21 ka

               30

                40

Phase 1
40-75 ka        50

                75

               100

               200

                             Ref: Stae 2004
                                                              11
Land Submergence
                                            with Rise in

     La
       ur
                                             Sea Level
       en
          tia
             n
                          Continential

             Ch
                             Shelf

               an
                 n
                 el
Mahone Bay
 a Lagoon                         1

            8000 yrs BP
             WL -30m

                                            Mahone Bay           3

                                                     0 yrs BP
                                                     WL 0m

Mahone Bay
Connected                        2
 to Ocean
                                              Ref: Daigle 2005
        6000 yrs BP
         WL -18m                                                     12
Connection of Mahone Bay to Ocean
          6000 Years BP

18 m

         Ref: Barnes and Piper 1978

                                      13
Relative Sea Level Curve for Atlantic Canada
                                             Original
                                            Oak Island
       20     15        10              5     Works      0

                   Lagoon in Mahone
                   Bay connected to
                   Ocean 6,000 years
                     before present
                   ( sea level –18m)

                                  Lowstand about
                                  70 m (230 feet)
                                   below present
                                  sea level 12,000
                                     years ago

                                Ref: Stae et al 2001

                                                             14
Mutlibeam Bathymetry at Oak Island July 1996
                      Boundary
                   between muddy
                   sand and gravel
                    with boulders
                                                     non-depositional
                                                         channel

         Smith’s
          Cove

                   SE Phase 4
                   12-13 ka BP

     SSE Phase 3
     15-18 ka BP

                    Water Depth                               muddy
                    about 30 feet                              sand

                      Ref: Fader and Courtney 1998
                                                                        15
Side Scan Survey by Dave Delaney Aug 05

                     20 Feet

                                          16
Geological Profile at Money Pit and 10X
                                       10X
             Money
              Pit

                      Stoney Till and
                      Lawrencetown      Wood at 125 feet in
     Flood Tunnel
                      Till 12-30 ka BP Golder BH 202 Carbon
     at Money Pit                       Dated to 25 ka BP

   Interglacial
    Deposits            Hartlen Till
                        40-75 ka BP

 Broken Anhydrite

          Competent
          Anhydrite

                                                              17
Geotechnical Investigations at the Money Pit

 1. Becker Drilling 1967

 2. Warnock Hersey 1969

 3. Golder Associates 1970

 4. Detection Program Drilling 1993

                                               18
Plan of Exploration Boreholes

                                       A
                                     A-
                                     n
                                   io
                                ct
                               Se
Se
     ct i
         on                    10X
            B-
               B
                                           Golder WH
                                                       Geotechnical Holes

                                                       Archaeological Holes

                                                       10X

            o                                          Fence Around
         hot
       P                                                 Money Pit

                                                                              19
Geotechnical Section A-A at Money Pit and 10X
                                                 10X
                     Money
                      Pit

                                                         SAND

                                       Clayey            LAYER

                                         Till             IN SAND
                                                          LAYER

          Intrerglacial
         Clays and Silts                               Silty
                                                        Till

     Broken Anhydrite

                           Competent Anhydrite
   Note:                                         Broken Anhydrite Scenarios
   Historical shafts, tunnels and                1. Fractured bedrock with cavities and soil infillings
   drill holes are not shown                     2. Huge anhydrite boulders in soil matrix

                                                                                                          20
Geotechnical Section B-B at Money Pit
            and Dunfield Excavation

                                 Money
                                  Pit
          Photo

         Dunfield
        Excavation
                     Clayey
                       Till

              Intrerglacial
             Clays and Silts

                     Silty
                      Till
                                                     Hedden               Chappell
                                                      Shaft                 Shaft
                                          Broken     Intact               Collapsed
                                         Anhydrite

                   Competent
                   Anhydrite
Note:
Historical shafts, tunnels and
drill holes are not shown                            Dunfield Excavation 1965/66
                                                                                      21
Depth of Cavity/Soil Zones in Broken Anhydrite
           Distance and     Anhydrite       Depth of Cavity/Soil Zone Within Anhydrite (Feet)        Thickness     Anhydrite
 Hole        Direction      Thickness                                                                              Thickness
                                                                                                      of Zone
  No       from Money      Above Zone                    Cavity or                                                Below Zone
             Pit (Feet)      (Feet)         Cavity                     Loose Soil       Dense Soil     (Feet)       (Feet)
                                                        Loose Soil
                                                                                       195? – 204
  W1          50 NE            20             -         181 - 186      186 – 195?                       24            46
                                                                                         N=58
                                                                                                                      70
                                5         166 – 170          -                   170 – 178              12
  W3          61 NW                                                                                              Inc Soil Layer
                                8             -              -                   186 - 197              11            51
  W5           19 S             8             -              -                   180 - 206              26             4
  W6         120 SSW       No cavities or soil zones encountered in broken anhydrite
  W7           17 S            15             -              -                   180 - 209              29             9
  10X        176 NE            50         230 - 235          -              -                  -        5             26
                                                                                        217 – 227
 G101          73 S            53             -              -              -                           10            23
                                                                                         N>100
                                                                                        214 – 219
 G102          50 S            52             -              -              -                           5             22
                                                                                        N=61, 58
                                                                       185 – 200        200 – 205
 G103          10 E            28             -              -                                          20            43
                                                                       Reworked          N>100
                                                                                        209 – 216
 G104        72 SSW            47             -              -              -                           7             36
                                                                                        N=41, 67
 G202        174 NE            43             -              -                  217 – 238 Ft            21             5
                                                                                        217 – 236
 G204        267 NE            13         211 - 213          -         213 - 217                        23             7
                                                                                        N=34-100
Note: Twelve geotechnical and archaeological holes extended into the broken anhydrite. Eleven of the 12 holes encountered
      cavity/soil zones in the broken anhydrite.

                                                                                                                                  22
Gradation of Overburden and Soil Infill in Anhydrite

                                               Silty Till
                                              Overburden

            Silty Clay
           Overburden
           Interglacial
             Deposit

                                             Silty Till Infill
                                               in Broken
                                               Anhydrite

           Clay Layers
            in Broken
            Anhydrite

                          Ref: Golder 1971                       23
Gradation Test Samples of Soil Infilling
                     Golder Hole G202 Located 3 Feet West of Hole 10
                0

               20
                           Mean Sea
                         Level 43 Feet
               40

                60                               Glacial Till
                                                0 to 181 Feet
                80

               100
Depth - Feet

                              Loose Zone
                              125 to 130
                                                                    Log for
               120                                                 Borehole
                                                                     G202
               140

               160         6” Rotary
                            Drilling
               180          to 184
                            Geotechnical          Bedrock
                              Drilling            181 to
               200
                            184 to 243.5         212.2 Feet                    Gradation
                        Layers of Soil and Rock 212.2 to 228.0                   Tests
               220
                         Clay and Glacial Till 228.0 to 238.2
               240         Sound Anhydrite 238.2 to end at 243.5

                                                                    Ref: Golder 1971

                                                                                           24
Gradation of Soils in Hole G202 - 228 to 238 Feet

       Sym   SA    Depth   Soil

             21    228.5   Clay

             22A   230.5   Clay

             23    232.5   Till

             25    236.5   Till

             26    237.5   Till

         Ref: Golder 1971

                                                    25
Plan of Cross Hole Tomography Panel D

                                           e t)
                                        Fe
                                    0
                               (7
                         l D
                   n   e
                 Pa

                                                  26
Photo Showing Location of
Cross Hole Tomography Panel D

               Panel D (70 Feet)

                                   27
Profile of Tomography Results for Panel D
        Money                         Money
         Pit                           Pit       93-03
                                     93-04

                                       Panel D

                      Tomography Data Ref: Platt 1995
                                                         28
Plan of Woods Hole Tidal Hydrogeology
         Testing in July 1995

                                    Water Level
          Water Level               Recorded in
        Recorded in 10X             Triton Shaft
          Good Tidal                  No Tidal
           Response                  Response

      Water Level
      Recorded in
       Hole 93-03
      Limited Tidal
        Response

                          The salinity of the groundwater in
                          the anhydrite is about 50 to 75 %
Tidal Level                        that of sea water
Recorded in
Mahone Bay
                                                   Ref: Woods Hole Oceanographic
                                                   Institution 1996

                                                                                   29
Water Level Variation in 10X from Tidal
           Variation in Mahone Bay

                                                             1.5 m

          Time Lag 1 Hour

                                                             0.65 m

Time Lag 1 Hour (Between Peaks)
Ratio of Amplitudes = 0.43 (0.65/1.5)
                                        Ref:
                                        Woods Hole Oceanographic
                                        Institution 1996
                                        (Measurements made in July 1995)
                                                                           30
Water Level Variation in Coarse Rockfill
Dump from Tidal Variation in Rupert Inlet

                                                       Well W2
                                           Section

                           1000 m
                        Well W2

                                    60 m

 Flow reversals occur
 in the rock dump in                          Ref:
 phase with the tide                          BHP Billiton 2004

                                                                  31
Water Level Variation in Coarse Rockfill Dump
                        from Tidal Variation in Rupert Inlet

                                              Water Level in Rupert Inlet
                  2.0
Water Level (m)

                  1.0

                  0.0                                                                     3.4 m
                  -1.0

                  -2.0
                   30-Jun-01   01-Jul-01                   02-Jul-01          03-Jul-01        04-Jul-01
                                                    Date
                                                          Time Lag 1 Hour
                                           Water Level in Rock Dump Well W2
                  2.0
Water Level (m)

                  1.0

                  0.0
                                                                                          2.3 m
                  -1.0

                  -2.0
                   30-Jun-01   01-Jul-01                   02-Jul-01          03-Jul-01        04-Jul-01
                                                   Date

         Time Lag 1 Hour (Between Peaks)                                                   Ref:
         Ratio of Amplitudes = 0.68 (2.3/3.4)                                              BHP Billiton 2004

                                                                                                               32
Particle Track El. –10 m at 100 m from Shoreline
                                          k (Coarse Rockfill) = 25 cm/s
                                                                                        2.0                                            7 hours
                                                      Water Level in Rupert Inlet (m)

                                                                                        1.0

                                                                                        0.0

                                                                                        -1.0

                                                                                        -2.0
                                                                                               0                       5                         10                                                    15                          20                         25
                                                                                                                    Well # 5                                Time (hr)
                                                                                                      Well # 6
                                                                                                   100 m                Well # 4              600 m

                                                                                                      A                                                                                                                   C
                                                                                                      B                                                                                                                   D

                                                                                                             Particle track for two tide cycles                                           Particle track for two additional cycles
                                     10.0                                                                                                                                                2.0
                                                  Point A - Elevation – 10 m                                                        Natural Scale 1 : 250                                             Point A - Elevation – 10 m                   Exaggerated Vertical Scale
                                                                                                                                                                                                                                                   Horiz.: 1:250 Vert.: 1:50
                                                                                                                                                                                                                         Particle Movement
V e rt ic a l D is t a n c e ( m )

                                                                                                                                                                 Vertical Distance (m)
                                      5.0                                                                                                                                                1.0                      20 m Horiz and 1 m Vert in 7 hours

                                                                                                                                                                                                                                                                      5 hr

                                                                                                                                                                                                                 15 hr   24.8 hr 0 hr            20 hr
                                      0.0                                                                                                                                                0.0

                                                                                                                                                                                                                          10 hr                     Ref:
                                                                                                                                                                                                                                                    BHP Billiton 2004
                                     -5.0                                                                                                                                                -1.0
                                            -10                                                       0                                  10                                                     -10                           0                              10
                                                                                                          Horizontal Distance (m)                                                                                                 Horizontal Distance (m)
Lab Scale Testing of Anhydrite Solubility

                       36 mm
                    Diameter                  36 mm
                      (1.4 in)                Diameter
                                              (1.4 in)
                                 360 mm
                                  (14 in)
                                              Distilled water
               Ref:                           flow at
               James and                      56 ml/day
               Lupton 1978                    (2 fluid oz/day)
                                              for 44 days

                      2.5 mm                  6 mm
               Diameter Hole                  Diameter Hole
                  Before Test                 After Test

                                  Sketch to
                                    Scale
                                                              34
Example Flow System
  through Anhydrite
  from Mahone Bay
to Money Pit and 10X

 The flow system through
 anhydrite is activated by
 pumping at the Money Pit or
 10X.

 When there is no pumping the
 groundwater in the anhydrite
 is subject to flow reversals in
 phase with tidal variations.

 Both of these water movement
 systems result in dissolution of
 anhydrite and increasing
 permeability with time.

                                    35
Outline of Presentation

1.   Introduction
2.   Geological, Geotechnical and Hydrogeological Conditions
3.   Archaeological Findings at Money Pit from 1967
4.   Search by Ron Aston 1999 to 2001 (North Carolina)
5.   Search by Petter Amundsen 2003 (Norway)
6.   Main Theories
7.   Challenges for Exploration at the Money Pit
8.   Challenges for Excavations within the Money Pit

                                                               36
Becker Drill Setup 1967

               Drive Pipe
               5.5” o. d.

               Inside Pipe
                 3” i. d.

                             37
Rotary Drilling

Rotary Drill    Rotary Drill String   Schematic of Rotary Drilling
                                                                     38
Becker Drilling Program at Money Pit 1967
                                     1. The objective of the Becker drilling
                                        program was to drill through overburden
                                        to bedrock surface in search of the
                                        presumed treasure chests at 100 and 150
                                        feet.
                                     2. The first 10 holes extended to bedrock
                                        surface at depths of 145 to 165 feet.
                                     3. The 11th hole (B11) extended to a depth of
                                        200 feet before bedrock was encountered.
                                        Puddled clay was found from 184 to 200
                                        feet and two oak buds were found
                                        embedded in the puddled clay at 196 feet.
                                     4. This singular finding initiated the
                                        extension of all holes to 200 feet with the
                                        use of tricone drilling in bedrock.
 11th Hole
 Deep Rock                           5. 40 holes were drilled at the Money Pit from
200 Feet and                            January to June 1967.
 Oak Buds                            6. The drilling resulted in the major milestone
                                        of finding man made cavities in the
                                        bedrock at 200 feet and this was
                    First 10 Holes      completely unexpected.
                    Found Rock at    7. Lateral drift measurements were not made
                   145 to 165 Feet      in the Becker holes but were made in 5
                     as expected        deep detection holes done in 1993

                                                                                  39
Lateral Drift in Deep Detection Holes 1993

                                Lateral Drift     1. Five deep holes to about 250
                      93-01     17 Feet over         feet were put down in 1993 for
                               263 Feet Depth        a geophysical detection
          Money Pit                                  program.
                                                  2. Lateral drift was measured in
                                          93-03
93-02                                                the 5 detection holes and in
                                                     Hole B24/W8.
                                                  3. This provided an understanding
                                                     of the importance of lateral
                                                     drift which was not measured
                                                     in the previous Becker Holes.
                      B24/W8
                                                        Hole    Depth      Lateral
                                                        No.     (Feet)   Drift (Feet)
        93-04
                                                       93-01     240         2.6
                              93-05
                                                       93-02     240          1
                                                       93-03     263         17
                                                       93-04     240          6
                                                       93-05     225        14.5
                                                      B24/W8     190         15

                                                                                        40
Plan of Deep Rock Area at Money Pit

            Holes W2 and W9
             probably drifted
          laterally to the North

                                      41
Geotechnical Drilling and Split Spoon Sampling

                                   Split Spoon Sampler in Open Condition
                                         Showing Recovered Sample

                                                                 Schematic of
                                                                  Split Spoon
                                                                   Sampling

Geotechnical Drill at Oak Island
                                                                                42
Golder Holes of Archaeological Interest

                                                North
                              Borehole G201
                             100 Feet North-
                             Northeast of 10X

    Borehole G103   Borehole G202
     at Money Pit       at 10X

Borehole G102
50 feet South
 of Money Pit

                                                        43
Pollen Count Results for Soil Samples
               from Broken Anhydrite 1970

                                                                       50 Ft

                                        Hole G103
Ref: Ritchie 1970                      Sa 27 and 30
In Hole 103 “the occurrence of          Recent Soil
aggregations of typical post-glacial
and recent pollen types in addition     Inclusions
to the ‘normal’ rare isolated pollen   193 to 200 Ft
types (Carpinus, Ulmus) suggests
strongly that recent or post-glacial    Hole G102
material has been mixed                Sa 36 and 37
secondarily with the primary            Glacial Soil                            Hole G103
matrix.”
                                       214 to 219 Ft                           Sa 27 and 30
In Hole 102 “The macroscopic                                                    Recent Soil
appearance of the matrix and the
occurrence of isolated grains of                        Hole G102               Inclusions
Ulmus, Carpinus and Fagus is                           Sa 36 and 37            193 to 200 Ft
characteristic of glacial till.”                        Glacial Soil
                                                       214 to 219 Ft
                                                                                               44
Pollen Count Samples from G102 and G103

       G102                             G103
     Samples                           Samples
    36 and 37                         27 and 30
   Undisturbed                        Recent Soil
    Glacial Soil                      Inclusions
   214 to 219 Ft                     193 to 200 Ft
   Sa 36 N=61                        Sa 27 N=24
   Sa 37 N=80                        Sa 30 N=26

                              Ref: Golder 1971
                                                     45
Wood and Metal in Golder Hole G202
                           Located 3 Feet West of Hole 10 June 1970
                0

               20
                              Mean Sea
                              Level 43
               40

                                                        Wood
                60
                            Wood at 125 in
                80          Rotary Drill Hole
                                (Note1)
               100
Depth - Feet

                                 Loose Zone
                                 125 to 130       One Inch                                            Log for
               120                                                                                   Borehole
                              Metal at 150
                               or Higher in
                                                                                                       G202
               140
                             Rotary Drill Hole
                                 (Note 2)          One Inch
               160            6” Rotary
                               Drilling
               180             to 184
                                     Bedrock
                                       181
               200                                   Metal
                                   Geotechnical
               220                   Drilling
                                   184 to 243.5
               240
                     Notes:                                                                           Ref: Golder 1971
                     1. Wood sample was carbon dated to 25,000 years BP (Terasmae 1970) and
                        was identified as Eastern Spruce (University of Toronto 1970).
                     2. Metal was identified as iron which consisted of much siliceous replacement
                        material, the sample was of considerable age (Stelco 1970b – Nov 19).                            46
Metal Fragments in Golder Borehole G201
                                                              One Inch
                                                      Metal

                 et
              Fe
                          Borehole G201     fragments are
               0                          friable wrought
            26

                                                iron dating
                                             prior to 1800
                          Borehole 10X     (Stelco 1970b)
                           and G202

Money Pit                                                                Ref: Golder 1971

Money Pit          Borehole G201
                                                    Metal                  Borehole G201
                                               fragments                   Sample 10
              12’ Sand                              found                  84.5 to 86.5 Ft
              Inclusion                     embedded in                    N = 121
                                            sand sample
              2’ Sand                        during sieve
             Inclusion                            analysis
            with Metal                     (Golder 1971)
            Fragments

                                                                         Ref: Golder 1971

                                                                                             47
Plan of Archaeological Sections at Money Pit

     D
                                   C

         C
                               D

                                               48
Archaeological Section C-C at Money Pit

                    Broken
                   Anhydrite

                                      BRASS FOIL
                                The brass foil was likely
                                made by the early
                                process of adding
                    Competent   charcoal and calamine to
                    Anhydrite   copper dating from the
                                alchemist period to about
                                1850 (Stelco 1970a).

                                                            49
Archaeological Section D-D at Money Pit

                Broken
               Anhydrite

                 Competent
                 Anhydrite

                                          50
Summary of Archaeological Features at Money Pit

                                        Brass, Oak Buds
                                        and Charcoal in
     /14                                 Puddled Clay

             (INFERRED CHAMBER)

                                                          51
Do We Have Proof of Original Work at the
Money Pit According to the Criteria of Othello?

Othello: So prove it

         That the probation leave no hinge nor loop

         To hang a doubt on

                 “OTHELLO, The Moor of Venice” (Shakespeare)

                                                               52
Conclusions for the Money Pit

1. There are chambers at 200 feet depth at the
   Money Pit. Possibilities:
    • The chambers were made and nothing was put in
      them
    • The chambers were made, something of great
      value was put in them and then taken away
    • The chambers were made, something of great
      value was put in them and is still there

2. We don't know who did it or what is there, the
   mystery remains unsolved.

                                                      53
Outline of Presentation

1.   Introduction
2.   Geological, Geotechnical and Hydrogeological Conditions
3.   Archaeological Findings at Money Pit from 1967
4.   Search by Ron Aston 1999 to 2001 (North Carolina)
5.   Search by Petter Amundsen 2003 (Norway)
6.   Main Theories
7.   Challenges for Future Exploration at the Money Pit
8.   Challenges for Excavations within the Money Pit

                                                               54
Plan of Ron Aston Search Area

                          Ron Aston
                          Search Area

                                        55
Ron Aston and Others 2001

Murray     Jim     David     Ron    David
MacPhie   Harvey   Tobias   Aston   Tobias

                                             56
Ron Aston Drilling Program August 2001

                                         57
Boulder in Glacial Till Exposed by Aston 2001

                                                58
Large Boulder at Shore

                         59
Outline of Presentation

1.   Introduction
2.   Geological, Geotechnical and Hydrogeological Conditions
3.   Archaeological Findings at Money Pit from 1967
4.   Search by Ron Aston 1999 to 2001 (North Carolina)
5.   Search by Petter Amundsen 2003 (Norway)
6.   Main Theories
7.   Challenges for Future Exploration at the Money Pit
8.   Challenges for Excavations within the Money Pit

                                                               60
Happy Norwegians May 2003

                        Eric Hauan

                        Petter Amundsen

                        Tony Ronning

                        Sigbjorn Larsen

                                          61
Plan of Petter Amundsen Search Area 2003

                                               Boulder cross found
                                              by Fred Nolan in 1981
                                             and made public in 1992

                                     .
                                         .
       Petter Amundsen
          Search Area
                             . .         .
                         . .141 Ft
                         282 Ft

                                                                       62
Kabalistic Tree of Life and Rosicrucian Cross

                                                63
Boulder 282 Feet South of Cross

                                  64
Boulders at Shore

                    65
Boulder 141 Feet South of Cross

                    Presumed primitive
                    sun with radial lines

                                            66
Outline of Presentation

1.   Introduction
2.   Geological, Geotechnical and Hydrogeological Conditions
3.   Archaeological Findings at Money Pit from 1967
4.   Search by Ron Aston 1999 to 2001 (North Carolina)
5.   Search by Petter Amundsen 2003 (Norway)
6.   Main Theories
7.   Challenges for Future Exploration at the Money Pit
8.   Challenges for Excavations within the Money Pit

                                                               67
Knights Templar

                  68
Sir Francis Drake and Queen Elizabeth 1
Does the Queen have Drake's Missing Logs?

  Sir Francis Drake 1540 - 1596   Queen Elizabeth I 1533 - 1603
                                                                  69
Sir Francis Bacon and William Shakespeare
     The Missing Original Manuscripts and
The Bacon-Shakespeare Authorship Controversy

  Sir Francis Bacon   William Shakespeare   Shakespeare's First Folio
      1561 - 1626          1564 - 1616              1623
                                                                        70
Spanish Galleon Lost at Sea

                              71
Portuguese Map of the New World 1560

                    C: Raso
            (Cape Race Nfld)

    44.5º                                                        Oak Island?
                     Mahone Bay?

In the 1500s, during the Portuguese
voyages of discovery, islands in the
New World were seeded with
livestock and crops to have fresh
supplies for future voyages.
(Vigneras 1973)                        Bartolomeu Velho Map 1560 (Portuguese)

                                                                                72
Portuguese Flag Symbol from 1500s
   Compared to Engraved Hedden Stone
                                    Four Portuguese Bezants
                                      and central cross??

                      Escutcheon
                       (or Quina)
                  containing five
             Bezants (white dots)

Portuguese Flag 1495 to 1577        Engraved granite stone found by
                                           Hedden in 1936
                                                                      73
Sinking of the Conceptión 1641

                                  500 People
                                   on board
                                  200 People
                                   Survived
                                 Ref: Bowden
                                     1996
                                   (National
                                 Geographic)

                                               74
Sir William Phips and Recovery of the
Treasure from the Conceptión 1688/89
                   Ref: Bowden 1996 (National Geographic)

                                                            75
Treasure from the Conceptión (Leftovers)
           (Nuesta Señora de la pura y limpia Conceptión)

Articles recovered in 1978 by Burt Webber
Ref: Bowden 1996 (National Geographic)

                                                            76
Pirates

1883             2006   77
Theories - Who Buried What and When?
         Who                            What                           When
1. The Knights            The treasure of the Knights
                                                               1300s to 1400s
   Templar                Templar (The Holy Grail)
                          Treasure from damaged Spanish
2. Spanish                                                     1500s
                          Galleon which sunk on way home
                          Treasure stored on several
3. Spanish                                                     1500s
                          occasions in underground vaults
4. Portuguese             Treasure from the Azores             Mid 1500s
5. Sir Francis Drake      Plundered Spanish treasure           Late 1500s
                          The original Shakespearean
6. Sir Francis Bacon                                           1600s
                          Manuscripts
                          Treasure from French pay ship
7. French                                                      Mid 1700s
                          destined for Fortress Louisbourg
                          Treasure from the Spanish            Money Pit 1688-89
8. Sir William Phips
                          Galleon Conceptión sunk in 1641      Flood Tunnel 1752-54
9. Conspirators from      Spoils from the sack of Havana in
                                                               Shortly after 1762
  the British Military    1762
Note: Other less credible theories include Early Civilizations, Egyptians, Incas,
      Mayans, Aztecs, Mi’kmaq, Vikings, Acadians, Pirates and Aliens.
                                                                                      78
Outline of Presentation

1.   Introduction
2.   Geological, Geotechnical and Hydrogeological Conditions
3.   Archaeological Findings at Money Pit from 1967
4.   Search by Ron Aston 1999 to 2001 (North Carolina)
5.   Search by Petter Amundsen 2003 (Norway)
6.   Main Theories
7.   Challenges for Exploration at the Money Pit
8.   Challenges for Excavations within the Money Pit

                                                               79
Objectives of Exploration at the Money Pit

1. Locate treasure and artifacts.

2. Define the nature of the man made workings.

3. Identify the historical context.

                                                 80
Challenges for Exploration at the Money Pit
1. Define specific targets for investigation by remote sensing or drilling based
   on available evidence.
2. Evaluate the suitability of geophysical methods to find the presumed
   treasure chests in the overburden and to identify specific targets for
   exploration, including possible offset chambers.
3. Evaluate the suitability of geophysical methods to define the contents and
   configuration of the chambers in rock and to identify specific targets for
   exploration.
4. Evaluate suitable small diameter drilling methods to recover samples, to
   reach targets and to control/measure lateral drift.
5. Evaluate large diameter drilling methods for man access and identify
   limitations due to expected water conditions.
6. Evaluate suitable tools for down hole inspection below the water level in
   small and large diameter holes and identify the best method to manage
   turbid water for better visibility.
7. Define a suitable testing program for recovered samples of "puddled clay"
   for positive identification of origin.
8. Search for historical construction projects similar to the Oak Island Money
   Pit and Flood System.
9. Develop a program of exploration with a high chance of success.

                                                                                   81
Outline of Presentation

1.   Introduction
2.   Geological, Geotechnical and Hydrogeological Conditions
3.   Archaeological Findings at Money Pit from 1967
4.   Search by Ron Aston 1999 to 2001 (North Carolina)
5.   Search by Petter Amundsen 2003 (Norway)
6.   Main Theories
7.   Challenges for Exploration at the Money Pit
8.   Challenges for Excavations within the Money Pit

                                                               82
Objectives of Excavations within the Money Pit
   Preamble
   Objectives for excavations can be defined based on present evidence or
   based on additional evidence to be obtained from an exploration
   program.

   Based On Present Evidence
1. Small shaft to access a specific area for exploration and possible
   recovery of treasure and artifacts (not likely to be done before
   additional exploration, Chappell and Hedden were not successful).

2. Large diameter shaft to find the chests in overburden and to access the
   chambers in bedrock (not likely to be done unless one has lots of
   money and only wants to solve the mystery).

   Based on Additional Exploration
3. Small shaft to access a specific area for recovery of treasure and
   artifacts.

4. Large diameter shaft of a size and depth which is based on specific
   evidence.

                                                                             83
General Challenges for a Large Diameter Deep Shaft
Excavation at the Money Pit Based on Present Evidence

1. Select a shaft diameter which is          Section
   consistent with the required
   objectives.
2. Allow for the numerous obstructions
   in the overburden and the difficult
   water control issues associated with
   pervious broken anhydrite zone.
3. Select a design concept and
   construction procedures which are
   consistent with the need to minimize
   disturbance to original works.
4. Allow for lateral excavation along
   original tunnels (to possible offset
   chambers) which may extend
   beyond the walls of the shaft.          Assumed Shaft
5. Respect archaeological regulations     Diameter 70 feet
   while maintaining a reasonably
   efficient construction schedule.       Plan of Archaeological Features
                                           and Assumed Shaft Location
                                                                            84
Specific Challenges for a Large Diameter Deep Shaft
 Excavation at the Money Pit Based on Present Evidence

1. Boulders in glacial till
2. Open and soil filled cavities in broken
   anhydrite
3. Saline groundwater in anhydrite
                                                 Assumed
4. Cyclic groundwater movement in anhydrite        Shaft
                                                 Diameter
   due to tides                                   70 feet
5. Very high permeability zones in broken
   anhydrite
6. Reworked soil zones resulting from events
   such as collapse of the Money Pit in 1861
   and the Dunfield excavation of 1965/66
7. The presence of timbers and debris from
   numerous previous shafts and tunnels in the
   area of the Money Pit
8. Steel casings and pipes remaining in the
   ground from previous drilling operations         Section

                                                              85
Expected Outcome of a Large Diameter Shaft
             Excavation at the Money Pit

1. A large diameter shaft excavation to bedrock surface is expected
   to resolve the nature of the presumed chests with coins drilled at
   100 feet in 1849 and 155 feet in 1897, and the parchment may be
   recovered.

2. A shaft excavation to 200 feet is expected to recover significant
   evidence (and possibly artifacts and treasure) which will result in:
    • An obvious solution to the mystery is obtained (possibly by
       recovery of the parchment).
    • A solution is determined in conjunction with related historical
       and archaeological studies or verification.
    • The Oak Island mystery is not resolved (very unlikely
       outcome).

                                                                          86
When
Treasure is
Recovered

              Ref: David Tobias
                                  87
References 1 of 2
1.   Barnes, Neal E. and Piper, David J. W. 1978. Late Quaternary geological history of Mahone Bay, Nova Scotia.
     Canadian Journal of Earth Sciences, Vol.15, 1978, pages 586-593.

2.   BHP Billiton 2004. Island Copper Mine, 2004 Closure Plan Addendum. Report prepared by Rescan, Geocon
     and SRK Consulting, September 2004.

3.   Bowden, Tracy 1996. Treasure From the Silver Bank, National Geographic, July 1996.

4.   Daigle, Réal 2005. The Impacts of Sea-Level Rise and Climate Change on Southeastern New Brunswick.
     Proceedings, Adapting to Climate Change in Canada, Ottawa, May 4, 2005.

5.   Eyles N. (Ed) 1983. Glacial Geology: An Introduction for Engineers. Pergamon Press, 1983.

6.   Fader, G.B.J., and Courtney, R.C. 1988. An Interpretation of Multibeam Bathymetry off Eastern Oak Island,
     Mahone Bay, Nova Scotia. Geological Survey of Canada (Atlantic), Bedford Institute of Oceanography, issued
     April 1998.

7.   Giles, P. S. 1981. The Windsor Group of the Mahone Bay Area, Nova Scotia. Nova Scotia Department of
     Mines and Energy, Paper 81-3, 1981.

8.   Golder Associates, Subsurface Investigation, The Oak Island Exploration, Oak Island, Nova Scotia. Draft
     Report No. 69126 to Triton Alliance Ltd., Montreal, Quebec, April 28, 1971.

9.   James, A. N. and Lupton, A. R. R.1978. Gypsum and anhydrite in foundations of hydraulic structures.
     Geotechnique, The Institution of Civil Engineers, London, Vol. 28, Sept. 1978, pages 249-272.

10. Platt, Professor Gerhard R., Imperial College, Department of Geology, London, England, 1995. Re-Evaluation
    of Traveltimes for "Panel D" Tomographic Data (Crosshole Seismics at the Oak Island Money Pit). Report to
    Bob Atkinson, March 24, 1995.

11. Ritchie, J. C., Professor of Biology, 1970. Report on Palynological Analyses of Four (4) Samples from The Oak
    Island Exploration. Dalhousie University Project 69126, May 25, 1970.

12. Stea, Rudolph R. 2004. The Appalachian Glacier Complex in Maritime Canada. In Quaternary Glaciations –
    Extent and Chronology, Part II, Editors J. Ehlers and P. L. Gibbard, Elsevier B. V., 2004, pages 213-232.

                                                                                                                   88
References 2 of 2
13. Stea, R. R. and Fowler, J. H. 1981. Pleistocene Geology and Till Geochemistry of Central Nova Scotia. Nova
    Scotia Department of Mines and Energy, Map 81-1, 1981.

14. Stea, R. R. and Brown, Y. 1989. Variation in drumlin orientation, form and stratigraphy relating to
    successive ice flows in southern and central Nova Scotia, Sedimentary Geology, 62, 1989, pages 223-240.

15. Stea, Rudolph R, Fader, Gordon B. J., Scott, David B. and Wu, Patrick 2001. Glacial and relative sea-level
    change in Maritime Canada. In Deglacial History and Relative Sea-Level Changes: Northern New England
    and Adjacent Canada, Editors T. K. Weddle and M. J. Retelle, Boulder, Colorado, Geological Society of
    America Special Paper 351, 2001, pages 35-49.

16. Stelco (The Steel Company of Canada), Hamilton, Ontario 1970a. Letter Report to Triton Alliance Ltd. by
    Allan B. Dove, Senior Development Metallurgist, dated August 22, 1970.

17. Stelco (The Steel Company of Canada), Hamilton, Ontario 1970b. Letter Report to Triton Alliance Ltd. by
    Allan B. Dove, Senior Development Metallurgist, dated November 19, 1970.

18. Terasmae, J. 1970. Department of Geological Sciences, Brock University, Letter to Kerry Ellard, Project Co-
    ordinator, The Oak Island Exploration, October 3, 1970.

19. University of Toronto 1970. Identification of Wood Species. Report by J. J. Balatinecz, Associate Professor,
    to H. Q. Golder & Associates Limited, July 8, 1970.

20. Vigneras, L.-A. 1973. The voyages of Diego and Manoel De Barcelos to Canada in the Sixteenth Century.
    Terrae Incognitae: The Annals of the Society for the History of Discoveries, Volume V, 1973, pp 61-64.

21. Warnock Hersey International Limited 1969. Soils Investigation, Oak Island, Nova Scotia. Report No. 530-
    110 to Carr & Donald & Associates, Toronto, Ontario, July 31, 1969 and November 5, 1969.

22. Woods Hole Oceanographic Institution, Woods Hole, Maine 1996. Oak Island Hydrogeology, Hydrography
    and Nearshore Morphology, July - August 1995 Field Observations. Draft Report by David G. Aubrey, Wayne
    D. Spencer, Ben Guiterez, William Robertson V and David Gallo, April 8, 1996.

                                                                                                                   89
The Technical Challenges of Exploration and Excavation
       at the Money Pit, Oak Island, Nova Scotia

Western
Shore       Money
            Pit

                                          Borehole     Smith’s
                                              10X        Cove
          Oak Island 1992    Money
                             Pit
     Presentation by
      Les MacPhie
SNC-Lavalin Inc., Montreal
            to
 Independent Activities
       Period 2008
Massachusetts Institute of
       Technology                    Oak Island 1986
     Cambridge, MA
    January 28, 2008
                                                                 90
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