TideGateway

Revere-10

Revere, Central County Ditch

42.420251, -70.992857

Technical Specifications

Basic Properties

Type
Self Regulating Tide Gate
Material
Metal
Control
Counterweights
Status
Active
Number of Gates
1

Operator & Management

Dimensions & Elevations

Culvert Details

Number of Pipes
1
Dimensions
5ft diameter

2024 Field Survey Results

Comprehensive field assessment conducted in 2024

Physical Conditions Assessment

Channel Conditions

Channel Alteration
Severe (>398 ft/acre)
Channel Constriction
Narrower than channel
Channel Erosion
Moderate (10-60% of bank)
Sediment Deposits
None

Blockages & Issues

Debris Blockages
None
Evidence of Overtopping
No

Transect Measurements

50 Yards

Open Water
0
Salt Marsh
0
Brackish
11
Freshwater
0
Ditch
8
Unvegetated
9

150 Yards

Open Water
0
Salt Marsh
107
Brackish
42
Freshwater
0
Ditch
8
Unvegetated
170

300 Yards

Open Water
0
Salt Marsh
85
Brackish
41
Freshwater
0
Ditch
4
Unvegetated
137

Ecological Assessment

Habitat Observations

Crab Burrow Intensity
None
Ponding Depressions
Moderate (10-60% of marsh platf
Phragmites Present
Moderate (10-60%)
Ecological Impairment
Limited

Invasive Species

Upstream Invasive Species
Yes
Downstream Invasive Species
Yes
Invasive Species Notes
Phragmites along channel and fringe.
Additional Comments (2024)
Tide gate has been left open to aid in salt marsh restoration. Early signs of restoration were observed, including large die offs of phragmites, stunted phragmites growth and regrowth of low marsh species. High marsh has yet too rebound. Large unvegetated mud flats may revegetate over time but supplemental replantings may help to avoid further deterioration of peat layer. Die offs may be result of undersized culvert that is retaining too much water at low tide.

Historical Records

Legacy data from previous surveys and documentation

Notes & Comments

General Comments
According to Ed Reiner: For the specific tide gate at the Central County Ditch in Revere, I believe that there is no specific control elevations or tide gate controls specified in any federal or state permit. The Corps at the time facilitated the replacement of broken tide gates with the SRT, where the landowner contributed money to the City of Revere to fund replacing the tide gate with an SRT. This agreement rectified the outstanding non-compliance where the Corps had acknowledged areas of replacement wetlands left too high to support wetlands in the grading plans. Water levels near 2.0 NGVD, (1.2 NAVD) would likely be needed to allow for Phragmites control. A gage exists in the creek which years ago was only showing high tide water levels only at 1.2 NAVD (0.4 NAVD). The lack of use of a bottom float has likely decreased the tides as the SRT closes with hydraulic force of an incoming tide which is not how the unit was intended to work.
Operation Comments
Not being operated properly to maximize restoration
Gate Comments
Needs bottom float installation
Other Comments
Phragmites dominated
© 2025 Massachusetts Bays Program. Monitoring tidegates across Massachusetts.