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 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
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
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
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
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
Geological Section of Oak Island 160 Feet Money Glacial Pit Till Meguma 200 Feet Slate Anhydrite Bedrock 8
Surface Geology and Drumlins Western Mahone Bay Drumlins Oak Island BAY Drumlins Ref: Stae and Fowler 1981 9
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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