This is the highest sabo dam in the area and is a unique arch dam as its spillway has dual cross-sections. It boasts the largest sand storage capacity in the area and is ranked 18th in Japan's water storage capacity table.

• River: Nakatsu River (main channel)
• Type: concrete arch dam
• Height: 33 m
• Crest Length: 101 m
• Volume: 12,546 m³
• Sand Storage Capacity: 1,500,000 m³
• Construction Period: 1956 - 1961

This is the highest gravity sabo dam in the area with the largest body volume.

• River: Saguri River (a right bank tributary of Uono River)
• Type: concrete gravity dam
• Height: 25m
• Crest Length: 125m
• Volume: 28,367 m³
• Sand Storage Capacity: 690,000 m³
• Construction Period: 1972 - 1979
  

This is the oldest arch sabo dam among similar dams directly controlled by the Ministry of Construction.

• River : Daigenta River (a right bank tributary of Uono River)
• Type: concrete arch dam
• Height: 18 m
• Crest Length: 33 m
• Volume: 1,609 m³
• Sand Storage Capacity: 550,000 m³
• Construction Period: 1938 - 1937

This dam boasts the longest crest length, which is ranked 10th among sabo dams directly controlled by the Ministry of Construction.

• River: Ketozawa River (a left bank tributary of Uono River)
• Type: concrete gravity dam
• Height: 7 m
• Crest Length: 212 m
• Volume: 6,145 m³
• Sand Storage Capacity: 60,000 m³
• Construction Period: 1958 - 1961

• River: Saguri River (a left bank tributary of IkazawaRiver)
• Type: gravity dam
• Height: 14.0 m
• Crest Length: 74.0m
• Volume: 11,551 m³
• Sand Storage Capacity: 450,000 m³
• Construction Period: 1986 - 1988

• River: Kiyotsu River (a right bank tributary of Futai River)
• Crest Length:37.1 m
• Volume: 1,070 m³
• Construction Period: 1999

These large-scale channel works to prevent sediment disasters in a fan are famous throughout Japan.

• River: Nobori River (a right bank tributary of Uono River)
• Flow Rate: 600 m³/sec - 800 m³/sec
• Design Width: 60 m - 70 m
• Length: 5,850 m
• Number of Groundsels: 44
• Number of Riverbed Girdles: 16
• Construction Period:1976-1998

A group of sabo dams has been constructed under the Safe Community Model Project. The first of its kind in the area of jurisdiction of the Hokuriku Regional Construction Bureau.

• River: Hane River (a right bank tributary of Uono River)
• Design Details: two sabo dams (Sekinosawa and Franzawa)
• channel works: 389 m
• Construction Period: 1990 - 1994

This dam was built using a construction method that utilizes sediment produced in the area, thereby reducing the amount of deposited earth.

• River: Nobori River, right-hand tributary of Uono River
• Structure: Steel cell (overflow section) and steel double wall (other sections)
• Height: 14.5m
• Length: 150m
• Construction period: 2002-2004
  

This is the first sabo dam in Japan to have a gate.

• River: Aburuma River (a right bank tributary of Uono River)
• Type: concrete gravity dam (with a gate)
• Height: 9.0 m
• Crest Length: 32.65 m
• Volume: 15.0 m³
• Gate Section: 1.0 m 1.5 m 5.6tt
• Construction Period: 1991 - 1996

A sabo dam designed to harmonize with the surrounding natural environment by employing landscape preservation-type frame using mock rock panels, the first of its kind constructed in Japan.

• River:Kama River (a left bank tributary of Kiyotsu River)
• Type: concrete gravity dam
• Height: 14.5 m
• Crest Length: 31.8 m
• Volume: 3,436 m³
• Sand Storage Capacity: 28million m³
• Construction Period: 1996 - 1997

A sabodam constructed by using thinned log, the first of its kind constructed within the jurisdiction.

• River:Koakazawa River (a left bank tributary of Nakatsu River)
• Type: concrete gravity dam
• Height: 8.0m
• Crest Length: 66m
• Volume: 2,117m³
• Sand Storage Capacity: 8,453million m³
• Construction Period: 1998