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 (WODSTH00180023) on Town Highway 18, crossing North Bridgewater Brook, Woodstock, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
WODSTH00180023 on town highway 18 crossing North Bridgewater Brook, Woodstock,
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). A Level I study is included
Authors
Scott A. Olson, Matthew A. Weber
Level II scour analysis for Bridge 15 (BRIDTH00220015) on Town Highway 22, crossing Dailey Hollow Branch, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00220015 on town highway 22 crossing Dailey Hollow Branch, Bridgewater,
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 in
Authors
Scott A. Olson
Level II scour analysis for Bridge 20 (IRASTH00080020) on Town Highway 8, crossing the Black River, Irasburg, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
IRASTH00080020 on town highway 8 crossing the Black River, Irasburg, 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). A Level I study is included in Appendi
Authors
Scott A. Olson
Level II scour analysis for Bridge 38 (RANDTH00640038) on Town Highway 64, crossing the Second Branch of the White River, Randolph, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
RANDTH00640038 on town highway 64 crossing the Second Branch of the White River,
Randolph, 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 Lev
Authors
Scott A. Olson
Level II scour analysis for Bridge 99 (LUDLVT01000099) on State Highway 99, crossing Branch Brook, Ludlow, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
LUDLVT01000099 on State Highway 100 crossing Branch Brook, Ludlow, 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 28 (HARDTH00300028) on Town Highway 30, crossing the Lamoille River, Hardwick, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure HARDTH00300028 on town highway 30 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 investigati
Authors
Scott A. Olson, James R. Degnan
Level II scour analysis for Bridge 49 (WODSTH00990049) on Town Highway 99, crossing Gulf Brook, Woodstock, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
WODSTH00990049 on Town Highway 99 crossing the Gulf Brook, Woodstock, 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, Robert E. Hammond
Level II scour analysis for Bridge 43 (BRIDTH00040043) on Town Highway 004, crossing Dailey Hollow Branch, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00040043 on town highway 4 crossing Dailey Hollow Branch, Bridgewater,
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). A Level I study is included in
Authors
Scott A. Olson
Level II scour analysis for Bridge 43 (HARDTH00CU0043) on Church Street, crossing the Lamoille River, Hardwick, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
HARDTH00CU0043 on Church Street 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 investiga
Authors
Scott A. Olson
Level II scour analysis for Bridge 38 (CONCTH00060038) on Town Highway 6, crossing the Moose River, Concord, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
CONCTH00060038 on Town Highway 6 crossing the Moose River, Concord, 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
Level II scour analysis for Bridge 49 (BRIDTH00530049) on Town Highway 53, crossing North Branch Ottauquechee River, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00530049 on town highway 53 crossing the North Branch of the Ottauquechee
River, Bridgewater, 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
Authors
Michael A. Ivanoff, Scott A. Olson
Science and Products
Filter Total Items: 95
Level II scour analysis for Bridge 23 (WODSTH00180023) on Town Highway 18, crossing North Bridgewater Brook, Woodstock, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
WODSTH00180023 on town highway 18 crossing North Bridgewater Brook, Woodstock,
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). A Level I study is included
Authors
Scott A. Olson, Matthew A. Weber
Level II scour analysis for Bridge 15 (BRIDTH00220015) on Town Highway 22, crossing Dailey Hollow Branch, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00220015 on town highway 22 crossing Dailey Hollow Branch, Bridgewater,
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 in
Authors
Scott A. Olson
Level II scour analysis for Bridge 20 (IRASTH00080020) on Town Highway 8, crossing the Black River, Irasburg, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
IRASTH00080020 on town highway 8 crossing the Black River, Irasburg, 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). A Level I study is included in Appendi
Authors
Scott A. Olson
Level II scour analysis for Bridge 38 (RANDTH00640038) on Town Highway 64, crossing the Second Branch of the White River, Randolph, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
RANDTH00640038 on town highway 64 crossing the Second Branch of the White River,
Randolph, 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 Lev
Authors
Scott A. Olson
Level II scour analysis for Bridge 99 (LUDLVT01000099) on State Highway 99, crossing Branch Brook, Ludlow, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
LUDLVT01000099 on State Highway 100 crossing Branch Brook, Ludlow, 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 28 (HARDTH00300028) on Town Highway 30, crossing the Lamoille River, Hardwick, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure HARDTH00300028 on town highway 30 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 investigati
Authors
Scott A. Olson, James R. Degnan
Level II scour analysis for Bridge 49 (WODSTH00990049) on Town Highway 99, crossing Gulf Brook, Woodstock, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
WODSTH00990049 on Town Highway 99 crossing the Gulf Brook, Woodstock, 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, Robert E. Hammond
Level II scour analysis for Bridge 43 (BRIDTH00040043) on Town Highway 004, crossing Dailey Hollow Branch, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00040043 on town highway 4 crossing Dailey Hollow Branch, Bridgewater,
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). A Level I study is included in
Authors
Scott A. Olson
Level II scour analysis for Bridge 43 (HARDTH00CU0043) on Church Street, crossing the Lamoille River, Hardwick, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
HARDTH00CU0043 on Church Street 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 investiga
Authors
Scott A. Olson
Level II scour analysis for Bridge 38 (CONCTH00060038) on Town Highway 6, crossing the Moose River, Concord, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
CONCTH00060038 on Town Highway 6 crossing the Moose River, Concord, 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
Level II scour analysis for Bridge 49 (BRIDTH00530049) on Town Highway 53, crossing North Branch Ottauquechee River, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00530049 on town highway 53 crossing the North Branch of the Ottauquechee
River, Bridgewater, 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
Authors
Michael A. Ivanoff, Scott A. Olson