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Welcome
to the Geological Sciences section of
 the Michigan Academy of Sciences,
          Arts, and Letters

     2007 Meeting at Ferris State University
The glacial section at Grand
 Valley State University: A
Lake Michigan lobe advance
     into a glacial lake
           Patrick M. Colgan
      Grand Valley State University
          Allendale, Michigan
Ottawa County

              Michigan                10 kilometers   N
              Counties




                                         Lake
                                         Plain        GVSU
                         Grand
                         Rapids




                                  Lake
                                  Border
Lake Border Advance of the        moraines
Lake Michigan Lobe
~14,500-15,500 14C yrs B.P.
Allendale
Allendale             Delta




 GVSU
 Campus                           end
                                  moraine
            Glacial
            Lake Chicago
            Plain




    1 km
1




    Lake Ontario
    Hall




                     N
                 2




    500 meters
Section 1: Silt-rich diamicton with oxidized vertical joints, striated clasts, high density.
Dm




                              Dms




                                                       Sr-Sx



Section 1: Contact between diamicton and sand. Shear zone between.
clast of
  diamicton




                                                       ripples
                                                       In silty
                                                       sand

Section 1: Clast of reddish diamicton in silty sand.
Sx-Sr


          Fl



 Sx-Sr
   Fl



  Sp

Section 1: planar bedded fine sands, crossbedding, ripples, and fines.
Sx-Sr




              Fl




               Sp




Section 1: laminated fines
Section 1 – Ravine Apartments
                                                                        GV-1-2 (diamicton - basal till)
          texture
meters   C Z S GD       sediment              sediment                                                                100
                                                                                                                      90
                                              samples       clay     silt              sand               gr
                        facies                                                                                        80
                                                                                                                      70
                                                   D1




                                                                                                                            % coarser
                            Dm    erosional                                                                           60

                                  surface          D2                                                                 50
                                                                                                                      40
    0                                                                                                                 30
                    clast of Dm                     1                                                                 20
                                                                                                                      10
                           Sr                                                                                         0
                                                         0.0010    0.0100        0.1000         1.0000           10.0000
                                                    2
                                       S1                                    diameter (mm)


                            Sx                      3
                                                                   GV-2-1 (sandy silt - glaciolacustrine)
                                                    4
                                                                                                                      100
                        Fm-Fl                                                                                         90
                                                    5       clay     silt              sand                 gr
    1                       Sr         S2
                                                                                                                      80
                                                                                                                      70




                                                                                                                            % coarser
                                                                                                                      60
                            Sx                                                                                        50
                                                                                                                      40
                                                                                                                      30
                        Fm-Fl                       6                                                                 20
                                      S3            7a                                                                10
                        Sp-Sr                       7b                                                                0
                                                         0.0010    0.0100        0.1000         1.0000           10.0000
                                                    8
                       Fm-Fl                                                 diameter (mm)
                        Sr             S4           9
    2                  Fm-Fl                        10             GV-2-13 (clayey silt - glaciolacustrine )
                        Sp            S5
                                                                                                                      100
                       Fm-Fl                        11                                                      gr        90
                                                            clay     silt              sand
                         Sr           S6                                                                              80
                                                    12                                                                70




                                                                                                                            % coarser
                                                                                                                      60
                                                                                                                      50
                                                                                                                      40
                      covered                                                                                         30
                                                                                                                      20
                                                                                                                      10
    3               Fl-Fm
                                                    13   0.0010    0.0100        0.1000         1.0000
                                                                                                                      0
                                                                                                                 10.0000
                                                                             diameter (mm)
1




    Lake Ontario
    Hall




                     N
                 2




    500 meters
Section 2: Silt-rich diamicton with striated and wedge shaped clasts.
rippled and cross-bedded
  fine sands

                        fines
   rippled and cross-bedded
   fine sands
                        fines
   rippled and cross-bedded
   fine sands


    planar bedded fine sands




  trough cross-bedded sands



Section 2
Section 2 – planer bedded sand with scour of rippled sand
Section 2 – trough cross bedded sands
2 cm



Section 2 - Granite clasts and clay rip-up clasts in laminated and deformed clay
Section 2 - Thick clay bed in fine sand.
meters C Z S G D
                                                                         Section 3 – South Ravine
  0            Fm-Dm
                                                 Samples
                   covered

                   St-Sr (A)
  1                                                   7                                SR2-10 (fine sand)
                   Fl-Fm                                   9
                   Sr (A)
                   St-Sr (A)                          6
                   Fl-Fm                                   8                                                                   100
                   St-Sr (A)                                                                                                   90
                                                      5
  2                                                   4           clay         silt                 sand             gr        80
                   Sl                                                                                                          70




                                                                                                                                        % coarser
                                                      3
                                                                                                                               60
                   Sl                                 2                                                                        50
   3               St-Sr (A)                          1                                                                        40
                Dml-Fl                                18
                                                                                                                               30
                St-Sr (A)                                                                                                      20
               Fl-Fm                                                                                                           10
  4             Sr
                St-Sr (A)                                                                                                      0
                   Sr                                 15        0.0010       0.0100        0.1000          1.0000         10.0000
               Fl-Fm                                       14
                                                      12                               diameter (mm)
  5                St-Sr


               Fl-Fm
                                                      11
                                                                                       SR2-16 (silty clay)
                   Sr
   6                                                  10
                   St
                                                                                                                            100.0
                                                                                                                            90.0
                   Sl
                                                                                                                            80.0
   7                                                                                                                        70.0




                                                                                                                                     % coarser
                                                                                                                            60.0
                                                                   clay       silt                sand              gr      50.0
                   St-Sr (A)                                                                                                40.0
   8                                                                                                                        30.0
                                                                                                                            20.0
                   St
                               inclusions of clasts                                                                         10.0
                               of fines in sand                                                                             0.0
   9               Dmm
                   Fm-Fl
                                                           16   0.0010      0.0100       0.1000          1.0000        10.0000
                                                           17                         diameter (mm)
                   Sr (A)



 10                St
141 (523)                                 208 (520)


                  147 (518)                     1




                                 190 (510)
      193 (479)

                     194 (479)
                                             Lake Ontario
                                             Hall


                                                            2


N
                   1 km
North to South Cross Section across GVSU Campus


                                                Lake
                                                                diamicton       Ravine
                                                Ontario
                                                                (basal till)    Apartments
                                                Hall
                      Section 2
                      South Ravine
elevation (ft)




                                                     fine silty sand (lacustrine)

                                        clay, silt and fine sand (lacustrine)


                                  diamicton (basal till)?             Marshall Sandstone
                                                                      ~ 480-510 feet


                 S                        distance (meters)                             N

                 vertical exaggeration ~16:1
Interpretations
• Upper diamicton is basal till deposited during
  Lake Border advance.
• Lower sequence is interpreted as numerous
  underflows (turbidites) of fine silty sand overlain
  by thin rainout deposits of clay and silt.
• Till was deposited directly on lake sediments
  and inclusions of till suggest that the advance
  occurred as sediment was deposited into a
  proglacial lake.
• Minor debris flows and rainout layers are
  present.
Morainal bank sedimentation model




                                                         rain out of fine
                                                         silt and clay




                                                                            underflows
                                                                            of sand
                                                                            (Sx-Sp-Sr)


   deposition
                                   debris
   of basal till (Dm)                                     clay and silt
                                   flows (Dml)
                                                          (Fm-Fl)


Adapted from Benn and Evans (1998) after Powell and Domack (1995)
Future Work
• Collect vibracores in areas of poor
  exposure to see how extensive the
  lacustrine sediments are.
• Compare diamicton clasts in upper sand to
  basal till with grain size and clay
  mineralogy.
• Collect vibracores to see what is below the
  measured sections.
Acknowledgements
• Thanks to the GVSU geomorphology
  students who have worked on the ravine
  sediments in projects with me and other
  faculty at GVSU.

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2007 Michigan Academy Meeting -The glacial section at Grand

  • 1. Welcome to the Geological Sciences section of the Michigan Academy of Sciences, Arts, and Letters 2007 Meeting at Ferris State University
  • 2. The glacial section at Grand Valley State University: A Lake Michigan lobe advance into a glacial lake Patrick M. Colgan Grand Valley State University Allendale, Michigan
  • 3. Ottawa County Michigan 10 kilometers N Counties Lake Plain GVSU Grand Rapids Lake Border Lake Border Advance of the moraines Lake Michigan Lobe ~14,500-15,500 14C yrs B.P.
  • 4. Allendale Allendale Delta GVSU Campus end moraine Glacial Lake Chicago Plain 1 km
  • 5. 1 Lake Ontario Hall N 2 500 meters
  • 6. Section 1: Silt-rich diamicton with oxidized vertical joints, striated clasts, high density.
  • 7. Dm Dms Sr-Sx Section 1: Contact between diamicton and sand. Shear zone between.
  • 8. clast of diamicton ripples In silty sand Section 1: Clast of reddish diamicton in silty sand.
  • 9. Sx-Sr Fl Sx-Sr Fl Sp Section 1: planar bedded fine sands, crossbedding, ripples, and fines.
  • 10. Sx-Sr Fl Sp Section 1: laminated fines
  • 11. Section 1 – Ravine Apartments GV-1-2 (diamicton - basal till) texture meters C Z S GD sediment sediment 100 90 samples clay silt sand gr facies 80 70 D1 % coarser Dm erosional 60 surface D2 50 40 0 30 clast of Dm 1 20 10 Sr 0 0.0010 0.0100 0.1000 1.0000 10.0000 2 S1 diameter (mm) Sx 3 GV-2-1 (sandy silt - glaciolacustrine) 4 100 Fm-Fl 90 5 clay silt sand gr 1 Sr S2 80 70 % coarser 60 Sx 50 40 30 Fm-Fl 6 20 S3 7a 10 Sp-Sr 7b 0 0.0010 0.0100 0.1000 1.0000 10.0000 8 Fm-Fl diameter (mm) Sr S4 9 2 Fm-Fl 10 GV-2-13 (clayey silt - glaciolacustrine ) Sp S5 100 Fm-Fl 11 gr 90 clay silt sand Sr S6 80 12 70 % coarser 60 50 40 covered 30 20 10 3 Fl-Fm 13 0.0010 0.0100 0.1000 1.0000 0 10.0000 diameter (mm)
  • 12. 1 Lake Ontario Hall N 2 500 meters
  • 13. Section 2: Silt-rich diamicton with striated and wedge shaped clasts.
  • 14. rippled and cross-bedded fine sands fines rippled and cross-bedded fine sands fines rippled and cross-bedded fine sands planar bedded fine sands trough cross-bedded sands Section 2
  • 15. Section 2 – planer bedded sand with scour of rippled sand
  • 16. Section 2 – trough cross bedded sands
  • 17. 2 cm Section 2 - Granite clasts and clay rip-up clasts in laminated and deformed clay
  • 18. Section 2 - Thick clay bed in fine sand.
  • 19. meters C Z S G D Section 3 – South Ravine 0 Fm-Dm Samples covered St-Sr (A) 1 7 SR2-10 (fine sand) Fl-Fm 9 Sr (A) St-Sr (A) 6 Fl-Fm 8 100 St-Sr (A) 90 5 2 4 clay silt sand gr 80 Sl 70 % coarser 3 60 Sl 2 50 3 St-Sr (A) 1 40 Dml-Fl 18 30 St-Sr (A) 20 Fl-Fm 10 4 Sr St-Sr (A) 0 Sr 15 0.0010 0.0100 0.1000 1.0000 10.0000 Fl-Fm 14 12 diameter (mm) 5 St-Sr Fl-Fm 11 SR2-16 (silty clay) Sr 6 10 St 100.0 90.0 Sl 80.0 7 70.0 % coarser 60.0 clay silt sand gr 50.0 St-Sr (A) 40.0 8 30.0 20.0 St inclusions of clasts 10.0 of fines in sand 0.0 9 Dmm Fm-Fl 16 0.0010 0.0100 0.1000 1.0000 10.0000 17 diameter (mm) Sr (A) 10 St
  • 20. 141 (523) 208 (520) 147 (518) 1 190 (510) 193 (479) 194 (479) Lake Ontario Hall 2 N 1 km
  • 21. North to South Cross Section across GVSU Campus Lake diamicton Ravine Ontario (basal till) Apartments Hall Section 2 South Ravine elevation (ft) fine silty sand (lacustrine) clay, silt and fine sand (lacustrine) diamicton (basal till)? Marshall Sandstone ~ 480-510 feet S distance (meters) N vertical exaggeration ~16:1
  • 22. Interpretations • Upper diamicton is basal till deposited during Lake Border advance. • Lower sequence is interpreted as numerous underflows (turbidites) of fine silty sand overlain by thin rainout deposits of clay and silt. • Till was deposited directly on lake sediments and inclusions of till suggest that the advance occurred as sediment was deposited into a proglacial lake. • Minor debris flows and rainout layers are present.
  • 23. Morainal bank sedimentation model rain out of fine silt and clay underflows of sand (Sx-Sp-Sr) deposition debris of basal till (Dm) clay and silt flows (Dml) (Fm-Fl) Adapted from Benn and Evans (1998) after Powell and Domack (1995)
  • 24. Future Work • Collect vibracores in areas of poor exposure to see how extensive the lacustrine sediments are. • Compare diamicton clasts in upper sand to basal till with grain size and clay mineralogy. • Collect vibracores to see what is below the measured sections.
  • 25. Acknowledgements • Thanks to the GVSU geomorphology students who have worked on the ravine sediments in projects with me and other faculty at GVSU.