TideGateway

Cohasset-04

Cohasset, James Brook

42.237146, -70.801229

Technical Specifications

Basic Properties

Type
Stop Logs
Material
Wood
Condition
Good
Geometry
Rectangular
Status
Active
Number of Gates
2

Operator & Management

Operator Type
PUBLIC
Operator
Town of Cohasset
Purpose
Other

Dimensions & Elevations

Dimensions
4ft diameter, 2.5ft height

Culvert Details

Restriction Type
Roadway
Geometry
Circular
Material
Corrugated Metal
Number of Pipes
2
Dimensions
2.5ft diameter
Condition
Good
Comments
Culvert was CMP and appeared to be in good condition. Headwall was constructed of masonry block and also appeared to be in good condition. Downstream portion of culvert was overgrown and appeared to be a stormwater ditch rather than a permanent channel.

Historical Records

Legacy data from previous surveys and documentation

Environmental Data

Invasive Species
No
Restoration Status
Not Applicable
Invasive Comments
Resident indicated that upstream impoundment used to be a pond; however, indicated that Town of Cohasset drains it for winter ice skating. Mowed cattails were observed throughout the upstream impoundment.
Upstream Area
Salt Marsh: 10-20 acres

Notes & Comments

General Comments
Site was located to the north of the intersection between Cushing Road and Oak Street directly to the south of a railroad berm and was easily accessible.
Operation Plan
No
Operation Comments
A resident indicated that the Town of Cohasett drains the impoundment and turns it into a skating rink in the winter. It did not appear that there was any tidal influence at the site and appeared that the impoundent receives stormwater runoff from the surrounding neighborhood and conveys it downstream over the stop logs.
Gate Comments
Control structure consisted of a concrete weir with wooden stop logs. The stop logs were set to a height of 2.5', but could be adjusted up to 3.8'. The weir and stop logs appeared to be in good condition.
Elevation Comments
Extent of tidal influence and invert elevation was not assessed. There did not appear to be any tidal influence at this site (i.e., it was too far upstream); however, the invert elevation was assessed. The below lists the measuredown taken with a surveyors rod and corresponding top of headwall LiDAR elevation (NAVD88 datum). 1) TG Inv (in this case measured to bottom of stop log): Top of HW El (D/S) = 8.12’; Inv Measuredown = 5.00’; TG Inv = 8.12’ – 5.00’ = 3.12’
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