Scott A Olson
Scott Olson is a Hydrologist in the New England Water Science Center.
He has worked on numerous surface-water hydrology projects in New England since 1985.
Professional Experience
Hydrologist, U.S. Geological Survey, New England Water Science Center, 1994 to Present
Hydraulic Engineer, U.S. Geological Survey, Maine District, 1990 to 1994
Education and Certifications
B.S., Civil Engineering, University of Maine
Registered Professional Engineer in the State of New Hampshire
Science and Products
Filter Total Items: 95
Level II scour analysis for Bridge 23 (GLOVTH00410023) on Town Highway 41, crossing Sherburne Brook, Glover, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
GLOVTH00410023 on Town Highway 41 crossing Sherburne Brook, Glover, Vermont
(figures 1–8). A Level II study is a basic engineering analysis of the site, including a
quantitative analysis of stream stability and scour (U.S. Department of Transportation,
1993). Results of a Level I scour investigatio
Authors
Scott A. Olson, Erick M. Boehmler
Level II scour analysis for Bridge 49 (FFIETH00290049) on Town Highway29, crossing Black Creek, Fairfield, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
FFIETH00290049 on Town Highway 29 crossing Black Creek, Fairfield, Vermont (figures
1–8). A Level II study is a basic engineering analysis of the site, including a quantitative
analysis of stream stability and scour (U.S. Department of Transportation, 1993). Results of
a Level I scour investigation
Authors
Scott A. Olson
Level II scour analysis for Bridge 29 (HARDTH00310029) on Town Highway 31, crossing the Lamoille River, Hardwick, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
HARDTH00310029 on town highway 31 crossing the Lamoille River, Hardwick, Vermont
(figures 1–8). A Level II study is a basic engineering analysis of the site, including a
quantitative analysis of stream stability and scour (U.S. Department of Transportation,
1993). Results of a Level I scour investi
Authors
Scott A. Olson
Level II scour analysis for Bridge 2 (BENNCYPARK0002) on Park Street, crossing Furnace Brook, Bennington, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BENNCYPARK0002 on the Park Street crossing of Furnace Brook, Bennington, Vermont
(figures 1–8). A Level II study is a basic engineering analysis of the site, including a
quantitative analysis of stream stability and scour (U.S. Department of Transportation,
1993). Results of a Level I scour investi
Authors
Scott A. Olson
Level II scour analysis for Bridge 10 (BENNUS00070010) on U.S. Route 7, crossing the Walloomsac River, Bennington, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BENNUS00070010 on U.S. Route 7, also known as North Street, crossing of the
Walloomsac River, Bennington, Vermont (figures 1–8). A Level II study is a basic
engineering analysis of the site, including a quantitative analysis of stream stability and
scour (U.S. Department of Transportation, 1993). R
Authors
Scott A. Olson, Ronda L. Burns
Level II scour analysis for Bridge 42 (BENNCYSCHL0042) on School Street, crossing Walloomsac River, Bennington, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BENNCYSCHL0042 on the School Street crossing of the Walloomsac River, Bennington,
Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including
a quantitative analysis of stream stability and scour (U.S. Department of Transportation,
1993). Results of a Level I scou
Authors
Scott A. Olson, James R. Degnan
Level II scour analysis for Bridge 49 (BENNCYHUNT0049) on Hunt Street, crossing the Walloomsac River, Bennington, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BENNCYHUNT0049 on the Hunt Street crossing of the Walloomsac River, Bennington,
Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including
a quantitative analysis of stream stability and scour (U.S. Department of Transportation,
1993). Results of a Level I scour
Authors
Scott A. Olson, Laura Medalie
Level II scour analysis for Bridge 1 (JAY-TH00040001) on Town Highway 4, crossing Crook Brook, Jay, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
JAY-TH00040001 on Town Highway 4 crossing Crook Brook, Jay, Vermont (figures 1–8).
A Level II study is a basic engineering analysis of the site, including a quantitative analysis
of stream stability and scour (U.S. Department of Transportation, 1993). Results of a Level
I scour investigation also a
Authors
Scott A. Olson
Level II scour analysis for Bridge 43 (BENNCYDEPO0043) on Depot Street, crossing the Walloomsac River, Bennington, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BENNCYDEPO0043 on the Depot Street crossing of the Walloomsac River, Bennington,
Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including
a quantitative analysis of stream stability and scour (U.S. Department of Transportation,
1993). Results of a Level I scour
Authors
Scott A. Olson
Level II scour analysis for Bridge 6 (ALBUTH00150006) on Town Highway 15, crossing Mud Creek, Alburg, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
ALBUTH00150006 on Town Highway 15 crossing Mud Creek, Alburg, Vermont (figures
1–8). A Level II study is a basic engineering analysis of the site, including a quantitative
analysis of stream stability and scour (U.S. Department of Transportation, 1993). Results of
a Level I scour investigation also
Authors
Scott A. Olson
Level II scour analysis for Bridge 24 (MANCUS00070024) on U.S. Route 7, crossing Lye Brook, Manchester, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
MANCUS00070024 on U.S. Route 7 crossing Lye Brook, Manchester, Vermont (figures
1–8). A Level II study is a basic engineering analysis of the site, including a quantitative
analysis of stream stability and scour (U.S. Department of Transportation, 1993). Results of
a Level I scour investigation als
Authors
Scott A. Olson
Level II scour analysis for Bridge 14 (FFIETH00010014) on Town Highway 1, crossing the Fairfield River, Fairfield, Vermont
This report provides the results of a detailed Level II analysis of scour
potential at structure
FFIETH00010014 on Town Highway 1 crossing the
Fairfield River, Fairfield, Vermont
(figures 1–8). A Level II study
is a basic engineering analysis of the site, including a
quantitative analysis of stream stability and scour (U.S.
Department of Transportation,
1993). Results of a Level I scour investigat
Authors
Scott A. Olson
Science and Products
Filter Total Items: 95
Level II scour analysis for Bridge 23 (GLOVTH00410023) on Town Highway 41, crossing Sherburne Brook, Glover, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
GLOVTH00410023 on Town Highway 41 crossing Sherburne Brook, Glover, Vermont
(figures 1–8). A Level II study is a basic engineering analysis of the site, including a
quantitative analysis of stream stability and scour (U.S. Department of Transportation,
1993). Results of a Level I scour investigatio
Authors
Scott A. Olson, Erick M. Boehmler
Level II scour analysis for Bridge 49 (FFIETH00290049) on Town Highway29, crossing Black Creek, Fairfield, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
FFIETH00290049 on Town Highway 29 crossing Black Creek, Fairfield, Vermont (figures
1–8). A Level II study is a basic engineering analysis of the site, including a quantitative
analysis of stream stability and scour (U.S. Department of Transportation, 1993). Results of
a Level I scour investigation
Authors
Scott A. Olson
Level II scour analysis for Bridge 29 (HARDTH00310029) on Town Highway 31, crossing the Lamoille River, Hardwick, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
HARDTH00310029 on town highway 31 crossing the Lamoille River, Hardwick, Vermont
(figures 1–8). A Level II study is a basic engineering analysis of the site, including a
quantitative analysis of stream stability and scour (U.S. Department of Transportation,
1993). Results of a Level I scour investi
Authors
Scott A. Olson
Level II scour analysis for Bridge 2 (BENNCYPARK0002) on Park Street, crossing Furnace Brook, Bennington, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BENNCYPARK0002 on the Park Street crossing of Furnace Brook, Bennington, Vermont
(figures 1–8). A Level II study is a basic engineering analysis of the site, including a
quantitative analysis of stream stability and scour (U.S. Department of Transportation,
1993). Results of a Level I scour investi
Authors
Scott A. Olson
Level II scour analysis for Bridge 10 (BENNUS00070010) on U.S. Route 7, crossing the Walloomsac River, Bennington, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BENNUS00070010 on U.S. Route 7, also known as North Street, crossing of the
Walloomsac River, Bennington, Vermont (figures 1–8). A Level II study is a basic
engineering analysis of the site, including a quantitative analysis of stream stability and
scour (U.S. Department of Transportation, 1993). R
Authors
Scott A. Olson, Ronda L. Burns
Level II scour analysis for Bridge 42 (BENNCYSCHL0042) on School Street, crossing Walloomsac River, Bennington, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BENNCYSCHL0042 on the School Street crossing of the Walloomsac River, Bennington,
Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including
a quantitative analysis of stream stability and scour (U.S. Department of Transportation,
1993). Results of a Level I scou
Authors
Scott A. Olson, James R. Degnan
Level II scour analysis for Bridge 49 (BENNCYHUNT0049) on Hunt Street, crossing the Walloomsac River, Bennington, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BENNCYHUNT0049 on the Hunt Street crossing of the Walloomsac River, Bennington,
Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including
a quantitative analysis of stream stability and scour (U.S. Department of Transportation,
1993). Results of a Level I scour
Authors
Scott A. Olson, Laura Medalie
Level II scour analysis for Bridge 1 (JAY-TH00040001) on Town Highway 4, crossing Crook Brook, Jay, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
JAY-TH00040001 on Town Highway 4 crossing Crook Brook, Jay, Vermont (figures 1–8).
A Level II study is a basic engineering analysis of the site, including a quantitative analysis
of stream stability and scour (U.S. Department of Transportation, 1993). Results of a Level
I scour investigation also a
Authors
Scott A. Olson
Level II scour analysis for Bridge 43 (BENNCYDEPO0043) on Depot Street, crossing the Walloomsac River, Bennington, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BENNCYDEPO0043 on the Depot Street crossing of the Walloomsac River, Bennington,
Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including
a quantitative analysis of stream stability and scour (U.S. Department of Transportation,
1993). Results of a Level I scour
Authors
Scott A. Olson
Level II scour analysis for Bridge 6 (ALBUTH00150006) on Town Highway 15, crossing Mud Creek, Alburg, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
ALBUTH00150006 on Town Highway 15 crossing Mud Creek, Alburg, Vermont (figures
1–8). A Level II study is a basic engineering analysis of the site, including a quantitative
analysis of stream stability and scour (U.S. Department of Transportation, 1993). Results of
a Level I scour investigation also
Authors
Scott A. Olson
Level II scour analysis for Bridge 24 (MANCUS00070024) on U.S. Route 7, crossing Lye Brook, Manchester, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
MANCUS00070024 on U.S. Route 7 crossing Lye Brook, Manchester, Vermont (figures
1–8). A Level II study is a basic engineering analysis of the site, including a quantitative
analysis of stream stability and scour (U.S. Department of Transportation, 1993). Results of
a Level I scour investigation als
Authors
Scott A. Olson
Level II scour analysis for Bridge 14 (FFIETH00010014) on Town Highway 1, crossing the Fairfield River, Fairfield, Vermont
This report provides the results of a detailed Level II analysis of scour
potential at structure
FFIETH00010014 on Town Highway 1 crossing the
Fairfield River, Fairfield, Vermont
(figures 1–8). A Level II study
is a basic engineering analysis of the site, including a
quantitative analysis of stream stability and scour (U.S.
Department of Transportation,
1993). Results of a Level I scour investigat
Authors
Scott A. Olson