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 37 (BRIDTH00050037) on Town Highway 5, crossing North Branch Ottauquechee River, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00050037 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, Michael A. Ivanoff
Level II scour analysis for Bridge 33 (BRIDTH00050033) on Town Highway 5, crossing the North Branch Ottauquechee River, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00050033 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). Results of a Le
Authors
Scott A. Olson, Donald L. Song
Level II scour analysis for Bridge 30 (BRIDTH00330030) on Town Highway 33, crossing Dailey Hollow Branch, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00330030 on town highway 33 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 i
Authors
Scott A. Olson, Donald L. Song
Level II scour analysis for Bridge 43 (BETHTH00070043) on Town Highway 07, crossing Gilead Brook, Bethel, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BETHTH00070043 on town highway 7 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 o
Authors
Michael A. Ivanoff, Scott A. Olson
Level II scour analysis for Bridge 6 (IRASTH00050006) on Town Highway 5, crossing the Black River, Irasburg, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
IRASTH00050006 on town highway 5 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 12 (BRAITH00230012) on Town Highway 23, crossing Ayers Brook, Braintree, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRAITH00230012 on town highway 23 crossing Ayers Brook, Braintree, 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
Authors
Scott A. Olson
Level II scour analysis for Bridge 35 (RANDTH00650035) on Town Highway 65, crossing the Second Branch White River, Randolph, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure RANDTH00650035 on town highway 65 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). Results of a Level I scour
Authors
Scott A. Olson
Level II scour analysis for Bridge 15 (GRNVTH00230015) on Town Highway 23, crossing the Third Branch of the White River, Granville, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure GRNVTH00230015 on town highway 23 crossing the Third Branch of the White River, Granville, 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 i
Authors
Michael A. Ivanoff, Scott A. Olson
Level II scour analysis for Bridge 24 (WODSTH00190024) on Town Highway 19, crossing North Bridgewater Brook, Woodstock, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
WODSTH00190024 on Town Highway 19 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, Donald L. Song
Level II scour analysis for Bridge 10 (HANCTH00010010) on Town Highway 1, crossing the White River, Hancock, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure HANCTH00010010 on town highway 1 crossing the White River, Hancock, 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 al
Authors
Scott A. Olson, Michael A. Ivanoff
Level II scour analysis for Bridge 29 (BRIDTH00360029) on Town Highway 36, crossing North Branch Ottauquechee River, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00360029 on town highway 36 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 stud
Authors
Scott A. Olson, Michael A. Ivanoff
Level II scour analysis for Bridge 24 (HARDTH00490024) on Town Highway 49, crossing Nichols Brook at Mackville Pond Outlet, Hardwick, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
HARDTH00490024 on Town Highway 49 crossing Nichols Brook at Mackville Pond
Outlet, 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 L
Authors
Scott A. Olson
Science and Products
Filter Total Items: 95
Level II scour analysis for Bridge 37 (BRIDTH00050037) on Town Highway 5, crossing North Branch Ottauquechee River, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00050037 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, Michael A. Ivanoff
Level II scour analysis for Bridge 33 (BRIDTH00050033) on Town Highway 5, crossing the North Branch Ottauquechee River, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00050033 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). Results of a Le
Authors
Scott A. Olson, Donald L. Song
Level II scour analysis for Bridge 30 (BRIDTH00330030) on Town Highway 33, crossing Dailey Hollow Branch, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00330030 on town highway 33 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 i
Authors
Scott A. Olson, Donald L. Song
Level II scour analysis for Bridge 43 (BETHTH00070043) on Town Highway 07, crossing Gilead Brook, Bethel, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BETHTH00070043 on town highway 7 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 o
Authors
Michael A. Ivanoff, Scott A. Olson
Level II scour analysis for Bridge 6 (IRASTH00050006) on Town Highway 5, crossing the Black River, Irasburg, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
IRASTH00050006 on town highway 5 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 12 (BRAITH00230012) on Town Highway 23, crossing Ayers Brook, Braintree, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRAITH00230012 on town highway 23 crossing Ayers Brook, Braintree, 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
Authors
Scott A. Olson
Level II scour analysis for Bridge 35 (RANDTH00650035) on Town Highway 65, crossing the Second Branch White River, Randolph, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure RANDTH00650035 on town highway 65 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). Results of a Level I scour
Authors
Scott A. Olson
Level II scour analysis for Bridge 15 (GRNVTH00230015) on Town Highway 23, crossing the Third Branch of the White River, Granville, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure GRNVTH00230015 on town highway 23 crossing the Third Branch of the White River, Granville, 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 i
Authors
Michael A. Ivanoff, Scott A. Olson
Level II scour analysis for Bridge 24 (WODSTH00190024) on Town Highway 19, crossing North Bridgewater Brook, Woodstock, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
WODSTH00190024 on Town Highway 19 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, Donald L. Song
Level II scour analysis for Bridge 10 (HANCTH00010010) on Town Highway 1, crossing the White River, Hancock, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure HANCTH00010010 on town highway 1 crossing the White River, Hancock, 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 al
Authors
Scott A. Olson, Michael A. Ivanoff
Level II scour analysis for Bridge 29 (BRIDTH00360029) on Town Highway 36, crossing North Branch Ottauquechee River, Bridgewater, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
BRIDTH00360029 on town highway 36 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 stud
Authors
Scott A. Olson, Michael A. Ivanoff
Level II scour analysis for Bridge 24 (HARDTH00490024) on Town Highway 49, crossing Nichols Brook at Mackville Pond Outlet, Hardwick, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
HARDTH00490024 on Town Highway 49 crossing Nichols Brook at Mackville Pond
Outlet, 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 L
Authors
Scott A. Olson