TideGateway

Quincy-07A

Quincy

42.263640, -70.974002

Technical Specifications

Basic Properties

Type
Sluice Gate
Material
Metal
Control
Electric Actuator
Condition
Unknown
Geometry
Rectangular
Status
Active
Number of Gates
0

Operator & Management

Operator Type
PUBLIC
Operator
Town of Quincy
Purpose
Flood Protection and Restoration

Dimensions & Elevations

Installation Date
1992

Culvert Details

Restriction Type
Roadway
Geometry
Circular
Number of Pipes
0
Dimensions
2.5ft diameter
Comments
According to a planset prepared by CLE Engineering (date unknown), there are two, 30 inch diameter culverts at the site.

2024 Field Survey Results

Comprehensive field assessment conducted in 2024

Physical Conditions Assessment

Channel Conditions

Channel Alteration
Limited (<133 ft/acre)
Channel Constriction
Narrower than channel
Channel Erosion
Severe (>60% of bank)
Sediment Deposits
Moderate (10-60% of channel wid

Blockages & Issues

Debris Blockages
Moderate (10-60% of opening)
Evidence of Overtopping
No

Transect Measurements

50 Yards

Open Water
5
Salt Marsh
54
Brackish
0
Freshwater
0
Ditch
0
Unvegetated
0

150 Yards

Open Water
7
Salt Marsh
66
Brackish
2
Freshwater
0
Ditch
0
Unvegetated
0

300 Yards

Open Water
5
Salt Marsh
113
Brackish
18
Freshwater
0
Ditch
0
Unvegetated
0

Ecological Assessment

Habitat Observations

Crab Burrow Intensity
Moderate (10-60% banks are dens
Ponding Depressions
None
Phragmites Present
Limited (<10%)
Ecological Impairment
Limited

Invasive Species

Upstream Invasive Species
Yes
Downstream Invasive Species
No
Invasive Species Notes
Phragmites limited to upland fringe with some mixing in high tide bush.
Additional Comments (2024)
Efforts have been previously made to restore marsh. Talking with homeowners, the marsh has come a long way from mowed upland grasses to a healthier marsh. Low marsh only exists along channel but high marsh is abundant. Due to proximity of houses this may be as open as tide gate can be. Grate is partially covered in debris and may need regular maintenance.

Historical Records

Legacy data from previous surveys and documentation

Environmental Data

Invasive Species
Yes
Restoration Status
Unknown
Invasive Comments
Phragmites were observed upstream but not extensively.
Restoration Comments
The project was initially performed to control phragmites and restore salt marsh; however, it is unknown what the current status of the site is.

Notes & Comments

General Comments
Tide gate is located directly off of Post Island Road to the southwest. Outfall is located on the beach to the northeast of Post Island Road and is submerged at high tide.
Operation Plan
No
Operation Comments
Current operational strategy of the site is unknown.
Gate Comments
This was the first automatic electric sluice gate installed as a salt marsh restoration project in Massachusetts. Dimensions and condition are unknown. There is also a second tide gate at this location used solely for flood protection.
Elevation Comments
According to a planset prepared by CLE Engineering (date unknown), the invert of the tide gate at the upstream end of the restriction is 0.85 NGVD 1929.
© 2025 Massachusetts Bays Program. Monitoring tidegates across Massachusetts.