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 36 (BRIDTH00050036) on Town Highway 5, crossing Bridgewater Hollow Brook, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00050036 on town highway 5 crossing Bridgewater Hollow 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). Results of a Level I scour
Authors
Scott A. Olson, Erick M. Boehmler
Level II scour analysis for Bridge 57 (BRIDTH00650057) on Town Highway 65, crossing Broad Brook, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00650057 on Town Highway 65 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
Joseph D. Ayotte, Scott A. Olson
Level II scour analysis for Bridge 3 (BRIDTH000100003) on Town Highway 1, crossing Dailey Hollow Branch, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00010003 on town highway 1 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, Donald L. Song
Level II scour analysis for Bridge 35 (BETHTH00190035) on Town Highway 19, crossing Gilead Brook, Bethel, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BETHTH00190035 on town highway 19 crossing Gilead Brook, 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
Scott A. Olson, Donald L. Song
Level II scour analysis for Bridge 51 (RANDTH00SC0051) on School Street, crossing Thayer Brook, Randolph, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
RANDTH00SC0051 on School 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
Authors
Scott A. Olson
Level II scour analysis for Bridge 42 (RANDVT00120042) on State Highway 12, crossing Third Branch White River, Randolph, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
RANDVT00120042 on State Highway 12 crossing the Third 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, Matthew A. Weber
Level II scour analysis for Bridge 51 (BRIDTH00460051) on Town Highway 46, crossing Ottauquechee River, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00460051 on town highway 46 crossing 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). A Level I study is included
Authors
Scott A. Olson, Michael A. Ivanoff
Level II scour analysis for Bridge 46 (BRIDTH00050046) on Town Highway 05, crossing North Branch Ottauquechee River, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00050046 on town highway 5 crossing the North Branch 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). A Level I study
Authors
Scott A. Olson, Donald L. Song
Level II scour analysis for Bridge 35 (BRIDTH00050035) on Town Highway 05, crossing the North Branch Ottauquechee River, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00050035 on town highway 5 crossing the North Branch 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). A Level I study
Authors
Scott A. Olson, Joseph D. Ayotte
Level II scour analysis for Bridge 45a (BRIDUS00040045a) on U.S. Route 4, crossing Ottauquechee River, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDUS00040045a on U.S.. Route 4 crossing 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). A Level I study is included
Authors
Scott A. Olson
Level II scour analysis for Bridge 42 (BRIDTH00040042) on Town Highway 04, crossing Dailey Hollow Brook, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00040042 on town highway 4 crossing Dailey Hollow 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
Authors
Scott A. Olson, Matthew A. Weber
Level II scour analysis for Bridge 46 (NORWTH00030046) Town Highway 3 (VT132) crossing the Ompompanoosuc River, Norwich, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
NORWTH00030046 on town highway 3, which is also Vermont State Route 132 crossing
the Ompompanoosuc River, Norwich, 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,
Authors
Scott A. Olson, Donald L. Song
Science and Products
Filter Total Items: 95
Level II scour analysis for Bridge 36 (BRIDTH00050036) on Town Highway 5, crossing Bridgewater Hollow Brook, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00050036 on town highway 5 crossing Bridgewater Hollow 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). Results of a Level I scour
Authors
Scott A. Olson, Erick M. Boehmler
Level II scour analysis for Bridge 57 (BRIDTH00650057) on Town Highway 65, crossing Broad Brook, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00650057 on Town Highway 65 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
Joseph D. Ayotte, Scott A. Olson
Level II scour analysis for Bridge 3 (BRIDTH000100003) on Town Highway 1, crossing Dailey Hollow Branch, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00010003 on town highway 1 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, Donald L. Song
Level II scour analysis for Bridge 35 (BETHTH00190035) on Town Highway 19, crossing Gilead Brook, Bethel, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BETHTH00190035 on town highway 19 crossing Gilead Brook, 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
Scott A. Olson, Donald L. Song
Level II scour analysis for Bridge 51 (RANDTH00SC0051) on School Street, crossing Thayer Brook, Randolph, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
RANDTH00SC0051 on School 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
Authors
Scott A. Olson
Level II scour analysis for Bridge 42 (RANDVT00120042) on State Highway 12, crossing Third Branch White River, Randolph, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
RANDVT00120042 on State Highway 12 crossing the Third 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, Matthew A. Weber
Level II scour analysis for Bridge 51 (BRIDTH00460051) on Town Highway 46, crossing Ottauquechee River, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00460051 on town highway 46 crossing 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). A Level I study is included
Authors
Scott A. Olson, Michael A. Ivanoff
Level II scour analysis for Bridge 46 (BRIDTH00050046) on Town Highway 05, crossing North Branch Ottauquechee River, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00050046 on town highway 5 crossing the North Branch 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). A Level I study
Authors
Scott A. Olson, Donald L. Song
Level II scour analysis for Bridge 35 (BRIDTH00050035) on Town Highway 05, crossing the North Branch Ottauquechee River, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00050035 on town highway 5 crossing the North Branch 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). A Level I study
Authors
Scott A. Olson, Joseph D. Ayotte
Level II scour analysis for Bridge 45a (BRIDUS00040045a) on U.S. Route 4, crossing Ottauquechee River, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDUS00040045a on U.S.. Route 4 crossing 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). A Level I study is included
Authors
Scott A. Olson
Level II scour analysis for Bridge 42 (BRIDTH00040042) on Town Highway 04, crossing Dailey Hollow Brook, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00040042 on town highway 4 crossing Dailey Hollow 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
Authors
Scott A. Olson, Matthew A. Weber
Level II scour analysis for Bridge 46 (NORWTH00030046) Town Highway 3 (VT132) crossing the Ompompanoosuc River, Norwich, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
NORWTH00030046 on town highway 3, which is also Vermont State Route 132 crossing
the Ompompanoosuc River, Norwich, 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,
Authors
Scott A. Olson, Donald L. Song