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 49 (BETHTH00790049) on Town Highway 79, crossing Locust Creek, Bethel, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BETHTH00790049 on town highway 79 crossing Locust Creek, Bethel, 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 Appendix E
Authors
Michael A. Ivanoff, Scott A. Olson
Level II scour analysis for Bridge 41 (WODSTH00750041) on Town Highway 75, crossing Happy Valley Brook, Woodstock, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure WODSTH00750041 on town highway 75 crossing Happy Valley 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
Level II scour analysis for Bridge 54 (RANDTH00BR0054) on Brook Street, crossing Thayer Brook, Randolph, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
RANDTH00BR0054 on Brook Street crossing Thayer Brook, 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). A Level
I study is included in Appendix E o
Authors
Scott A. Olson
Level II scour analysis for Bridge 42 (HARDELMSTR0042) on Elm Street, crossing Cooper Brook, Hardwick, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure HARDELMSTR0042 on Elm Street crossing Cooper Brook, 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 investigation also are
Authors
Scott A. Olson
Level II scour analysis for Bridge 36 (RANDTH00480036) on Town Highway 48, crossing Snows Brook, Randolph, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
RANDTH00480036 on town highway 48 crossing Snows Brook, 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 Level I scour investigation
Authors
Scott A. Olson
Level II scour analysis for Bridge 32 (CONCTH00030032) on Town Highway 3, crossing the Moose River, Concord, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
CONCTH00030032 on Town Highway 3 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 23 (HARDTH00530023) on Town Highway 53, crossing Haynesville Brook, Hardwick, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
HARDTH00530023 on Town Highway 53 crossing Haynesville Brook, 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 investig
Authors
Scott A. Olson
Level II scour analysis for Bridge 27 (BRIDTH00490027) on Town Highway 049, crossing Broad Brook, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00490027 on town highway 49 crossing Broad Brook, 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 Appendi
Authors
Scott A. Olson
Level II scour analysis for Bridge 14 (CLARTH00010014) on Town Highway 1, crossing Cold River, Clarendon, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
CLARTH00010014 on town highway 1 crossing the Cold River, Clarendon, 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 22 (WODSTH00180022) 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
WODSTH00180022 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
Level II scour analysis for Bridge 34 (RANDTH00660034) on Town Highway 66, crossing Second Branch White River, Randolph, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
RANDTH00660034 on town highway 66 crossing the Second Branch 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). A Level I study is incl
Authors
Scott A. Olson, Joseph D. Ayotte
Level II scour analysis for Bridge 28 (BRIDTH00440028) on Town Highway 044 crossing Plymouth Brook, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00440028 on town highway 44 crossing Plymouth Brook, 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 Appe
Authors
Scott A. Olson, Joseph D. Ayotte
Science and Products
Filter Total Items: 95
Level II scour analysis for Bridge 49 (BETHTH00790049) on Town Highway 79, crossing Locust Creek, Bethel, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BETHTH00790049 on town highway 79 crossing Locust Creek, Bethel, 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 Appendix E
Authors
Michael A. Ivanoff, Scott A. Olson
Level II scour analysis for Bridge 41 (WODSTH00750041) on Town Highway 75, crossing Happy Valley Brook, Woodstock, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure WODSTH00750041 on town highway 75 crossing Happy Valley 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
Level II scour analysis for Bridge 54 (RANDTH00BR0054) on Brook Street, crossing Thayer Brook, Randolph, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
RANDTH00BR0054 on Brook Street crossing Thayer Brook, 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). A Level
I study is included in Appendix E o
Authors
Scott A. Olson
Level II scour analysis for Bridge 42 (HARDELMSTR0042) on Elm Street, crossing Cooper Brook, Hardwick, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure HARDELMSTR0042 on Elm Street crossing Cooper Brook, 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 investigation also are
Authors
Scott A. Olson
Level II scour analysis for Bridge 36 (RANDTH00480036) on Town Highway 48, crossing Snows Brook, Randolph, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
RANDTH00480036 on town highway 48 crossing Snows Brook, 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 Level I scour investigation
Authors
Scott A. Olson
Level II scour analysis for Bridge 32 (CONCTH00030032) on Town Highway 3, crossing the Moose River, Concord, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
CONCTH00030032 on Town Highway 3 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 23 (HARDTH00530023) on Town Highway 53, crossing Haynesville Brook, Hardwick, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
HARDTH00530023 on Town Highway 53 crossing Haynesville Brook, 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 investig
Authors
Scott A. Olson
Level II scour analysis for Bridge 27 (BRIDTH00490027) on Town Highway 049, crossing Broad Brook, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00490027 on town highway 49 crossing Broad Brook, 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 Appendi
Authors
Scott A. Olson
Level II scour analysis for Bridge 14 (CLARTH00010014) on Town Highway 1, crossing Cold River, Clarendon, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
CLARTH00010014 on town highway 1 crossing the Cold River, Clarendon, 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 22 (WODSTH00180022) 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
WODSTH00180022 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
Level II scour analysis for Bridge 34 (RANDTH00660034) on Town Highway 66, crossing Second Branch White River, Randolph, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
RANDTH00660034 on town highway 66 crossing the Second Branch 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). A Level I study is incl
Authors
Scott A. Olson, Joseph D. Ayotte
Level II scour analysis for Bridge 28 (BRIDTH00440028) on Town Highway 044 crossing Plymouth Brook, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00440028 on town highway 44 crossing Plymouth Brook, 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 Appe
Authors
Scott A. Olson, Joseph D. Ayotte